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HomeMy WebLinkAboutTRUSS CUT SHEETS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77763 - PINTO Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: . Customer Info: Above and Beyond Developing Project Name: Pinto Model: . Subdivision: . Address: Unknown, . State: FLCity: St Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 21,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25712875 A Date 10/21/212T25712876A110/21/213T25712877A210/21/214T25712878A310/21/215T25712879A410/21/216T25712880A510/21/217T25712881A610/21/218T25712882A710/21/219T25712883A810/21/2110T25712884A910/21/2111T25712885AA10/21/2112T25712886AB10/21/2113T25712887B10/21/2114T25712888B110/21/21 No.Seal#Truss Name 15 T25712889 B2 Date 10/21/2116T25712890C10/21/2117T25712891D10/21/2118T25712892D110/21/2119T25712893D210/21/2120T25712894D310/21/2121T25712895D410/21/2122T25712896D510/21/2123T25712897D610/21/2124T25712898D710/21/2125T25712899D810/21/2126T25712900E10/21/2127T25712901FLA10/21/2128T25712902FLB10/21/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77763 - PINTO 2 of 2 Site Information: Lot/Block: . Customer Info: Above and Beyond Developing Project Name: Pinto Model: . Subdivision: . Address: Unknown, . State: FLCity: St Lucie County No.Seal#Truss Name 29 T25712903 FLC Date 10/21/2130T25712904FLD10/21/2131T25712905FLE10/21/2132T25712906FLF10/21/2133T25712907FLG10/21/2134T25712908FLH10/21/2135T25712909GEC10/21/2136T25712910GEE10/21/2137T25712911GFA10/21/2138T25712912GFB10/21/2139T25712913GFC10/21/2140T25712914GFD10/21/2141T25712915GFF10/21/2142T25712916GR210/21/2143T25712917GR310/21/2144T25712918GR410/21/2145T25712919GRA10/21/2146T25712920GRB10/21/2147T25712921GRD10/21/2148T25712922J110/21/2149T25712923J310/21/2150T25712924J510/21/2151T25712925J710/21/2152T25712926KJ710/21/2153T25712927KJ910/21/2154T25712928MV410/21/2155T25712929MV610/21/2156T25712930MV810/21/2157T25712931PBA10/21/2158T25712932PBB10/21/2159T25712933PBC10/21/2160T25712934PBD10/21/2161T25712935PBE10/21/2162T25712936PBF10/21/2163T25712937PBG10/21/2164T25712938PBGE10/21/2165T25712939V2810/21/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712875 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:08:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-OpXg7j?96UC18599kn1ZX?nX3C3TME90Be5rpvyRWzM Scale = 1:77.6 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x5 10x18 MT20HS 5x10 3x4 7x8 3x4 6x8 6x8 7x14 4x4 4x4 6x8 3x10 6x8 3x4 5x8 4x6 3x4 3x4 5x8 7x8 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 7-0-0 0-4-0 14-0-0 7-0-0 19-7-12 5-7-12 28-0-4 8-4-8 34-6-0 6-5-12 41-3-4 6-9-4 2-4-0 2-4-0 6-8-0 4-4-0 7-0-0 0-4-0 14-0-0 7-0-0 19-7-12 5-7-12 26-7-11 6-11-15 28-0-4 1-4-9 34-6-0 6-5-12 41-3-4 6-9-4 0-4-33-10-310-2-011-6-01-4-06.00 12 Plate Offsets (X,Y)-- [3:0-1-12,Edge], [4:0-6-12,0-3-0], [10:0-4-0,0-4-12], [13:0-3-8,0-4-0], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.75 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -1.06 -0.08 0.84 (loc) 14 14-16 10 14-16 l/defl >918 >385 n/a >483 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 366 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3: 2x4 SP M 30, 3-4: 2x6 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 1-18: 2x4 SP M 30, 3-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-10,5-20,3-18: 2x6 SP No.2, 7-13,8-13,8-11,8-10: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-6 oc bracing. WEBS 1 Row at midpt 9-10, 16-18, 8-13, 8-11, 8-10, 5-20 2 Rows at 1/3 pts 4-18 JOINTS 1 Brace at Jt(s): 20 REACTIONS. (size)10=0-7-3, 18=0-8-0, 19=0-8-0 Max Horz 18=526(LC 12) Max Uplift 10=-872(LC 12), 18=-1105(LC 12), 19=-358(LC 18) Max Grav 10=2002(LC 2), 18=3142(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-796/994, 2-3=-822/1163, 3-4=-807/1108, 4-5=-2206/1741, 5-6=-1739/1428, 6-7=-1729/1638, 7-8=-1804/1700 BOT CHORD 1-19=-930/797, 18-19=-926/801, 17-18=-251/100, 3-18=-1004/744, 14-16=-1985/1931, 13-14=-1735/1846, 11-13=-965/977, 10-11=-965/977 WEBS 16-18=-2032/1965, 4-18=-3377/2803, 4-16=-322/208, 4-14=-147/358, 5-14=-301/39, 13-20=-551/240, 7-20=-1128/958, 8-13=-1457/1673, 8-11=-319/148, 8-10=-1888/1867, 5-20=-371/341, 6-20=-759/764 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-8, Interior(1) 4-1-8 to 6-11-0, Exterior(2R) 6-11-0 to 11-0-8, Interior(1) 11-0-8 to 26-7-11, Exterior(2R) 26-7-11 to 30-9-3, Interior(1) 30-9-3 to 41-0-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 200.0lb AC unit load placed on the top chord, 21-3-8 from left end, supported at two points, 2-6-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 3 = 4% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 5-20 10) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=872, 18=1105, 19=358. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712875 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:08:55 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-OpXg7j?96UC18599kn1ZX?nX3C3TME90Be5rpvyRWzM NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 162 lb up at 25-1-8, and 143 lb down and 162 lb up at 27-7-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-9=-70, 18-21=-20, 14-17=-20, 13-14=-30, 10-13=-20, 5-20=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 30=-100 31=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A1 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712876 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:08:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-HamBz52fAjjTdiTwzd5VhryCCpOpI11c6F33yhyRWzI Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x5 6x8 6x8 7x8 3x10 4x8 3x4 5x8 4x10 8x12 4x4 3x4 4x4 6x8 6x8 3x8 3x4 5x8 5x6 4x6 5x8 3x4 3x4 21-3-8 26-4-8 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 7-0-0 0-4-0 9-0-0 2-0-0 16-0-0 7-0-0 19-7-12 3-7-12 28-0-4 8-4-8 34-6-0 6-5-12 41-3-4 6-9-4 2-4-0 2-4-0 6-8-0 4-4-0 7-0-0 0-4-0 9-0-0 2-0-0 16-0-0 7-0-0 19-7-12 3-7-12 26-7-11 6-11-15 28-0-4 1-4-9 34-6-0 6-5-12 41-3-4 6-9-4 0-4-34-10-310-2-011-6-01-4-06.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [5:0-5-4,0-3-0], [8:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.85 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.07 -0.11 0.85 (loc) 14-15 14-15 11 14-15 l/defl >897 >380 n/a >478 L/d 360 240 n/a 240 PLATES MT20 Weight: 366 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-4: 2x4 SP M 30, 4-5: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-20: 2x4 SP M 30, 3-19: 2x4 SP No.3, 13-16: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-11,8-14,8-12,9-12,10-12: 2x4 SP M 30, 6-22,3-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 1 Row at midpt 10-11, 4-20, 8-12, 9-12, 10-12, 6-22 2 Rows at 1/3 pts 5-18 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)11=0-7-3, 20=0-8-0, 21=0-8-0 Max Horz 21=533(LC 12) Max Uplift 11=-875(LC 12), 20=-1135(LC 12), 21=-367(LC 18) Max Grav 11=2004(LC 2), 20=3156(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-803/961, 2-3=-879/1167, 3-4=-824/1152, 5-6=-2198/1791, 6-7=-1796/1492, 7-8=-1749/1660, 8-9=-981/986, 9-10=-981/986, 10-11=-1834/1785 BOT CHORD 1-21=-909/813, 20-21=-937/175, 3-20=-461/404, 17-18=-2069/2084, 15-17=-2051/2069, 14-15=-1695/1810, 12-14=-1702/1807 WEBS 18-20=-714/223, 4-20=-2650/2169, 4-18=-1479/1738, 5-18=-2647/2180, 5-17=-733/578, 5-15=-486/684, 6-15=-461/167, 14-22=-983/950, 8-22=-266/298, 8-12=-1661/1423, 9-12=-367/244, 10-12=-1904/1893, 6-22=-272/247, 7-22=-794/791 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-8, Interior(1) 4-1-8 to 9-0-0, Exterior(2R) 9-0-0 to 13-1-8, Interior(1) 13-1-8 to 26-7-11, Exterior(2R) 26-7-11 to 30-9-3, Interior(1) 30-9-3 to 41-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the top chord, 21-3-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 6-22 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=875, 20=1135, 21=367. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 162 lb up at 25-1-8, and 143 lb down and 162 lb up at 27-7-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A1 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712876 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:08:59 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-HamBz52fAjjTdiTwzd5VhryCCpOpI11c6F33yhyRWzI NOTES- 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 7-10=-70, 20-23=-20, 15-19=-20, 14-15=-30, 11-14=-20, 6-22=-10 Concentrated Loads (lb) Vert: 30=-100 31=-100 32=-100 33=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A2 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712877 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-DzuxNn3wiKzBs0cJ428znG1Wwc5_mxPvZZYA1ZyRWzG Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x5 6x8 6x8 7x8 3x10 10x18 MT20HS 3x4 4x8 4x4 8x12 4x4 7x8 4x4 7x8 6x8 3x10 3x4 5x8 5x6 4x6 3x4 3x4 6x8 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 7-0-0 0-4-0 11-0-0 4-0-0 18-0-0 7-0-0 19-7-12 1-7-12 28-0-4 8-4-8 34-6-0 6-5-12 41-3-4 6-9-4 2-4-0 2-4-0 7-0-0 4-8-0 11-0-0 4-0-0 18-0-0 7-0-0 19-7-12 1-7-12 26-7-11 6-11-15 28-0-4 1-4-9 34-6-0 6-5-12 41-3-4 6-9-4 0-4-35-10-310-2-011-6-01-4-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [5:0-4-0,0-2-0], [6:0-4-0,0-4-0], [8:0-3-8,0-4-4], [16:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 1.00 0.80 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -1.06 -0.10 0.85 (loc) 14-15 14-15 11 14-15 l/defl >885 >384 n/a >482 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 368 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 5-7: 2x6 SP 2400F 2.0E, 7-10: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-20: 2x4 SP M 30, 3-19: 2x4 SP No.3, 13-17: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-11,8-14,8-12,9-12,10-12: 2x4 SP M 30, 6-22,3-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 1 Row at midpt 10-11, 4-20, 4-16, 5-15, 8-12, 9-12, 10-12, 6-22 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)11=0-7-3, 20=0-8-0, 21=0-8-0 Max Horz 21=528(LC 12) Max Uplift 11=-875(LC 12), 20=-1132(LC 12), 21=-372(LC 18) Max Grav 11=2009(LC 2), 20=3205(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-827/963, 2-3=-910/1171, 3-4=-873/1251, 4-5=-2086/1822, 5-6=-2250/1904, 6-7=-1862/1546, 7-8=-1748/1662, 8-9=-991/996, 9-10=-991/996, 10-11=-1837/1789 BOT CHORD 1-21=-910/836, 20-21=-946/197, 3-20=-461/375, 16-18=-848/595, 15-16=-2010/2096, 14-15=-1679/1784, 12-14=-1689/1784 WEBS 18-20=-1037/728, 4-20=-2866/2379, 4-16=-1635/2102, 5-16=-604/110, 5-15=-1371/1486, 6-15=-817/474, 14-22=-1017/986, 8-22=-492/530, 8-12=-1587/1373, 9-12=-416/253, 10-12=-1922/1912, 7-22=-607/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-8, Interior(1) 4-1-8 to 11-0-0, Exterior(2R) 11-0-0 to 15-1-8, Interior(1) 15-1-8 to 26-7-11, Exterior(2R) 26-7-11 to 30-9-3, Interior(1) 30-9-3 to 41-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the top chord, 21-3-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 6-22 10) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=875, 20=1132, 21=372. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A2 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712877 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:01 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-DzuxNn3wiKzBs0cJ428znG1Wwc5_mxPvZZYA1ZyRWzG NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 162 lb up at 25-1-8, and 143 lb down and 162 lb up at 27-7-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 7-10=-70, 20-23=-20, 15-19=-20, 14-15=-30, 11-14=-20, 6-22=-10 Concentrated Loads (lb) Vert: 29=-100 30=-100 31=-100 32=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A3 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712878 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-9M0ioS5AEyDv5KmhCTARsh7uVQmmEs5C1t1H5SyRWzE Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x5 6x8 7x10 6x8 3x10 4x10 3x4 6x8 4x4 8x12 4x4 4x4 6x8 3x10 3x4 5x8 5x6 3x4 4x6 3x4 3x4 6x8 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 7-0-0 0-4-0 13-0-0 6-0-0 19-7-12 6-7-12 28-0-4 8-4-8 34-6-0 6-5-12 41-3-4 6-9-4 2-4-0 2-4-0 7-0-0 4-8-0 13-0-0 6-0-0 19-7-12 6-7-12 20-0-0 0-4-4 26-7-11 6-7-11 28-0-4 1-4-9 34-6-0 6-5-12 41-3-4 6-9-4 0-4-36-10-310-2-011-6-01-4-06.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-5-0,Edge], [7:0-5-8,0-4-4], [8:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.78 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -1.22 -0.11 0.98 (loc) 15 15-17 11 15-17 l/defl >770 >334 n/a >418 L/d 360 240 n/a 240 PLATES MT20 Weight: 361 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-4: 2x4 SP M 31, 4-6: 2x6 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 1-19: 2x4 SP M 30, 3-18: 2x4 SP No.3 WEBS 2x4 SP M 30 *Except* 17-19,4-17,4-15,5-15,2-20,7-22: 2x4 SP No.3 21-22,3-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 1 Row at midpt 10-11, 4-19, 4-15, 15-21, 8-12, 9-12, 10-12 , 21-22 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)11=0-7-4, 19=0-8-0, 20=0-8-0 Max Horz 20=527(LC 12) Max Uplift 11=-868(LC 12), 19=-1195(LC 12), 20=-530(LC 18) Max Grav 11=1988(LC 2), 19=3404(LC 2), 20=5(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-989/1144, 2-3=-1123/1408, 3-4=-1071/1505, 4-5=-1779/1534, 5-6=-1576/1341, 6-7=-1780/1537, 7-8=-1755/1677, 8-9=-967/978, 9-10=-967/978, 10-11=-1808/1771 BOT CHORD 1-20=-1098/1006, 19-20=-1108/373, 3-19=-601/454, 15-17=-1141/932, 14-15=-1698/1795, 12-14=-1707/1797 WEBS 17-19=-1254/1048, 4-19=-3267/2728, 4-17=-549/388, 4-15=-871/1303, 15-21=-1182/595, 5-21=-1142/619, 14-22=-1040/1005, 8-22=-407/439, 8-12=-1653/1450, 9-12=-381/237, 10-12=-1888/1866, 2-20=-313/348, 7-22=-704/672 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-8, Interior(1) 4-1-8 to 13-0-0, Exterior(2R) 13-0-0 to 17-1-8, Interior(1) 17-1-8 to 26-7-11, Exterior(2R) 26-7-11 to 30-9-3, Interior(1) 30-9-3 to 41-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the top chord, 21-3-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 21-22 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=868, 19=1195, 20=530. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A3 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712878 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:03 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-9M0ioS5AEyDv5KmhCTARsh7uVQmmEs5C1t1H5SyRWzE NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 162 lb up at 25-1-8, and 143 lb down and 162 lb up at 27-7-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 7-10=-70, 19-23=-20, 15-18=-20, 14-15=-30, 11-14=-20, 21-22=-10 Concentrated Loads (lb) Vert: 6=-100 30=-100 31=-100 32=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A4 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712879 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-dYZ40o6o?FLljTLulAhgOvf5fq7lzIQLFXnqeuyRWzD Scale = 1:72.3 1 2 3 4 5 7 6 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 7x8 5x8 5x6 4x10 3x4 4x8 6x8 4x5 4x10 4x4 3x4 6x8 3x8 3x4 6x8 5x6 4x5 5x8 6x8 4-4-0 4-4-0 4-8-0 0-4-0 13-0-0 8-4-0 17-7-12 4-7-12 26-0-4 8-4-8 32-6-0 6-5-12 39-3-4 6-9-4 4-8-0 4-8-0 6-7-12 1-11-12 13-0-0 6-4-4 17-7-12 4-7-12 20-0-0 2-4-4 24-6-8 4-6-8 26-0-4 1-5-12 32-6-0 6-5-12 39-3-4 6-9-4 2-8-39-2-311-5-76.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-11], [8:0-3-8,0-4-8], [11:Edge,0-3-8], [18:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.73 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.84 0.03 0.67 (loc) 15 15 11 15 l/defl >999 >495 n/a >620 L/d 360 240 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3: 2x4 SP M 30, 5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-16: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-11,8-14,8-12,9-12,10-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 1 Row at midpt 10-11, 2-17, 4-17, 4-15, 7-14, 8-12, 9-12, 10-12 JOINTS 1 Brace at Jt(s): 7 REACTIONS. (size)11=0-7-4, 18=0-8-0 Max Horz 18=385(LC 12) Max Uplift 11=-908(LC 12), 18=-1007(LC 12) Max Grav 11=2148(LC 2), 18=2579(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1929/1655, 3-4=-1626/1584, 4-5=-2037/1769, 5-7=-941/811, 5-6=-1226/1112, 6-8=-1873/1766, 8-9=-1065/1058, 9-10=-1065/1058, 10-11=-1975/1909 BOT CHORD 17-18=-339/121, 15-17=-1897/2037, 14-15=-1897/2037, 12-14=-1870/2003 WEBS 2-18=-2267/1857, 2-17=-1600/1952, 3-17=-429/468, 4-17=-976/494, 4-15=-314/176, 7-14=-934/909, 8-12=-1864/1599, 9-12=-338/238, 10-12=-2033/2048, 6-7=-1246/1423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-0-14, Interior(1) 4-0-14 to 13-0-0, Exterior(2R) 13-0-0 to 16-11-2, Interior(1) 16-11-2 to 24-6-8, Exterior(2R) 24-6-8 to 28-5-10, Interior(1) 28-5-10 to 39-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the top chord, 19-3-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-6, 6-8 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=908, 18=1007. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 162 lb up at 23-1-8, and 142 lb down and 162 lb up at 25-7-8 on top chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A4 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712879 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:04 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-dYZ40o6o?FLljTLulAhgOvf5fq7lzIQLFXnqeuyRWzD NOTES- 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-80, 5-6=-80, 6-8=-80, 8-10=-70, 15-19=-20, 14-15=-30, 11-14=-20 Concentrated Loads (lb) Vert: 24=-100 25=-100 26=-100 27=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A5 Truss Type Roof Special Qty 1 Ply 1 PINTO Job Reference (optional) T25712880 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-axhqRU72XtbTynVGtbk8UKkT7dsHRDCejrGxinyRWzB Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x6 5x8 5x6 5x6 3x6 3x4 6x8 3x4 3x6 4x6 6x8 4x4 3x4 3x4 3x4 3x4 3x4 4x4 4x4 4x5 3x6 4-4-0 4-4-0 4-8-0 0-4-0 9-10-0 5-2-0 15-0-0 5-2-0 22-0-0 7-0-0 22-6-8 0-6-8 30-9-2 8-2-10 39-3-4 8-6-2 4-8-0 4-8-0 9-10-0 5-2-0 15-0-0 5-2-0 22-0-0 7-0-0 22-6-8 0-6-8 28-0-4 5-5-12 33-6-0 5-5-12 39-3-4 5-9-4 2-8-310-2-310-5-76.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-3-0,0-2-7], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.54 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.34 -0.04 0.38 (loc) 12-13 12-13 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 309 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 1 Row at midpt 11-12, 2-19, 5-17, 5-16, 6-16, 8-15, 8-13, 10-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)12=0-7-4, 20=0-8-0 Max Horz 20=344(LC 12) Max Uplift 12=-1090(LC 12), 20=-1274(LC 12) Max Grav 12=1749(LC 2), 20=2199(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-212/252, 2-4=-1157/1326, 4-5=-1479/1784, 5-6=-1487/1884, 6-7=-1497/1871, 7-8=-1498/1906, 8-10=-1109/1358 BOT CHORD 17-19=-1395/971, 16-17=-1660/1260, 15-16=-1904/1496, 13-15=-1575/1292, 12-13=-958/817 WEBS 2-20=-1907/2015, 2-19=-1669/1520, 4-19=-847/792, 4-17=-511/515, 5-16=-414/453, 6-16=-570/515, 8-15=-713/441, 8-13=-708/832, 10-13=-1538/1120, 10-12=-1666/1950, 1-20=-209/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-0-14, Interior(1) 4-0-14 to 15-0-0, Exterior(2R) 15-0-0 to 18-11-2, Interior(1) 18-11-2 to 22-6-8, Exterior(2R) 22-6-8 to 26-5-10, Interior(1) 26-5-10 to 39-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1090, 20=1274. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A6 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712881 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:08 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-WJpbrA9J2UrBC5ff_0mcZlqjbRYzv4fxA9l1nfyRWz9 Scale = 1:68.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x8 3x6 4x5 3x6 3x4 3x6 3x4 6x8 3x6 3x4 3x4 3x8 3x4 3x8 3x4 5x8 4x5 3x6 4-4-0 4-4-0 4-8-0 0-4-0 13-6-8 8-10-8 20-0-9 6-6-1 26-4-14 6-4-5 32-9-3 6-4-5 39-3-4 6-6-1 4-8-0 4-8-0 9-1-4 4-5-4 13-6-8 4-5-4 20-0-9 6-6-1 26-4-14 6-4-5 32-9-3 6-4-5 39-3-4 6-6-1 2-8-39-5-76.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.46 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 0.05 0.37 (loc) 16-17 16-17 10 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 1 Row at midpt 3-17, 4-16, 4-14, 5-14, 6-11, 8-11 2 Rows at 1/3 pts 9-10, 9-11 REACTIONS. (size)10=0-7-4, 17=0-8-0 Max Horz 17=299(LC 12) Max Uplift 10=-1077(LC 12), 17=-1287(LC 12) Max Grav 10=1754(LC 2), 17=2224(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1449/1672, 4-5=-1624/1904, 5-6=-1624/1904, 6-8=-1024/1164, 8-9=-1024/1164, 9-10=-1622/1780 BOT CHORD 16-17=-1152/854, 14-16=-1545/1238, 12-14=-1767/1557, 11-12=-1767/1557 WEBS 2-17=-367/265, 3-17=-1810/1816, 3-16=-763/708, 4-16=-325/69, 4-14=-650/701, 5-14=-490/270, 6-12=-473/364, 6-11=-934/1072, 8-11=-492/274, 9-11=-2020/1778 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-0-14, Interior(1) 4-0-14 to 13-6-8, Exterior(2R) 13-6-8 to 19-1-2, Interior(1) 19-1-2 to 39-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1077, 17=1287. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A7 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712882 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-_WNz3WAxpoz2pFDrYjHr5yMv2rveeYQ4PpUbJ5yRWz8 Scale = 1:68.2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x8 3x6 4x5 3x6 3x4 3x6 4x5 6x8 4x4 3x10 3x4 3x4 3x8 3x4 5x8 4x5 3x6 4-4-0 4-4-0 4-8-0 0-4-0 11-6-8 6-10-8 18-6-9 7-0-1 25-4-14 6-10-5 32-3-3 6-10-5 39-3-4 7-0-1 4-8-0 4-8-0 11-6-8 6-10-8 18-6-9 7-0-1 25-4-14 6-10-5 32-3-3 6-10-5 39-3-4 7-0-1 2-8-38-5-76.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.43 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.04 0.21 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 1 Row at midpt 8-9, 2-15, 3-15, 3-13, 4-13, 5-13, 5-10, 7-10 2 Rows at 1/3 pts 8-10 REACTIONS. (size)9=0-7-4, 16=0-8-0 Max Horz 16=255(LC 12) Max Uplift 9=-1066(LC 12), 16=-1298(LC 12) Max Grav 9=1739(LC 2), 16=2180(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1364/1515, 3-4=-1756/2064, 4-5=-1756/2064, 5-7=-1210/1376, 7-8=-1210/1376, 8-9=-1598/1747 BOT CHORD 13-15=-1420/1120, 12-13=-2020/1783, 10-12=-2020/1783 WEBS 2-16=-1881/1919, 2-15=-1625/1515, 3-15=-609/347, 3-13=-1009/1000, 4-13=-527/284, 5-12=-498/378, 5-10=-889/1016, 7-10=-530/294, 8-10=-2113/1859, 1-16=-179/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-0-14, Interior(1) 4-0-14 to 11-6-8, Exterior(2R) 11-6-8 to 17-1-2, Interior(1) 17-1-2 to 39-1-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1066, 16=1298. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A8 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712883 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-wuUjUCBBLPDm3YNEg8JJBNSErea96StNs7ziO_yRWz6 Scale = 1:68.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5x8 4x6 4x5 4x6 3x4 3x6 4x6 6x8 4x4 4x8 3x4 3x4 3x8 3x4 5x8 4x5 3x6 4-4-0 4-4-0 4-8-0 0-4-0 9-6-8 4-10-8 17-0-12 7-6-4 24-5-4 7-4-8 31-9-12 7-4-8 39-4-0 7-6-4 4-8-0 4-8-0 9-6-8 4-10-8 17-0-12 7-6-4 24-5-4 7-4-8 31-9-12 7-4-8 39-4-0 7-6-4 2-8-37-5-76.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [5:0-3-0,Edge], [9:Edge,0-3-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.49 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.05 0.25 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at midpt 8-9, 2-15, 3-13, 6-13, 6-10 2 Rows at 1/3 pts 8-10 REACTIONS. (size)9=Mechanical, 16=0-8-0 Max Horz 16=210(LC 12) Max Uplift 9=-1058(LC 12), 16=-1310(LC 12) Max Grav 9=1729(LC 2), 16=2185(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-226/257, 2-3=-1140/1301, 3-4=-1914/2237, 4-6=-1914/2237, 6-7=-1452/1648, 7-8=-1452/1648, 8-9=-1579/1716 BOT CHORD 13-15=-1196/941, 12-13=-2336/2072, 10-12=-2336/2072 WEBS 2-16=-1919/2030, 2-15=-1682/1532, 3-15=-808/645, 3-13=-1444/1347, 4-13=-569/308, 6-12=-530/395, 6-10=-863/974, 7-10=-569/314, 8-10=-2263/1997, 1-16=-217/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-0-15, Interior(1) 4-0-15 to 9-6-8, Exterior(2R) 9-6-8 to 15-1-4, Interior(1) 15-1-4 to 39-2-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1058, 16=1310. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss A9 Truss Type Flat Qty 1 Ply 1 PINTO Job Reference (optional) T25712884 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-O425hXCp6jMdgiyQDsqYjb_Rd2wRruwW5njFwQyRWz5 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 3x4 4x5 4x6 4x6 3x6 3x6 6x8 3x4 4x10 3x4 3x10 3x4 5x6 3x8 3x4 5x8 3x6 4-4-0 4-4-0 4-8-0 0-4-0 11-8-4 7-0-4 18-6-12 6-10-8 25-5-4 6-10-8 32-3-12 6-10-8 39-4-0 7-0-4 4-8-0 4-8-0 11-8-4 7-0-4 18-6-12 6-10-8 25-5-4 6-10-8 32-3-12 6-10-8 39-4-0 7-0-4 6-5-7Plate Offsets (X,Y)-- [4:0-3-0,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.49 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.27 0.07 0.22 (loc) 12-13 12-13 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. WEBS 1 Row at midpt 9-10, 3-16, 3-13, 6-13, 6-11, 9-11 REACTIONS. (size)10=Mechanical, 16=0-8-0 Max Uplift 10=-1029(LC 12), 16=-1339(LC 12) Max Grav 10=1710(LC 2), 16=2189(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2297/2419, 5-6=-2297/2419, 6-8=-1581/1674, 8-9=-1581/1674, 9-10=-1575/1664 BOT CHORD 15-16=-1586/1525, 13-15=-1586/1525, 12-13=-2447/2336, 11-12=-2442/2331 WEBS 2-16=-452/405, 3-16=-2161/2258, 3-15=-303/369, 3-13=-1119/1036, 5-13=-479/427, 6-12=-291/358, 6-11=-1007/1031, 8-11=-525/467, 9-11=-2218/2094 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 15-7-2, Exterior(2) 15-7-2 to 23-8-14, Corner(3) 23-8-14 to 39-2-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1029, 16=1339. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss AA Truss Type Flat Qty 1 Ply 1 PINTO Job Reference (optional) T25712885 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-LTAs6DD3eKcLw06pLGt0o04nosdZJpEpZ5CM_JyRWz3 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x4 4x5 4x6 4x6 3x6 3x6 6x8 3x4 4x10 3x4 3x10 3x4 5x6 3x8 3x4 5x8 3x6 4-4-0 4-4-0 4-8-0 0-4-0 11-8-4 7-0-4 18-6-12 6-10-8 25-5-4 6-10-8 32-3-12 6-10-8 39-4-0 7-0-4 4-8-0 4-8-0 11-8-4 7-0-4 18-6-12 6-10-8 25-5-4 6-10-8 32-3-12 6-10-8 39-4-0 7-0-4 5-5-7Plate Offsets (X,Y)-- [4:0-3-0,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.45 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.08 0.28 (loc) 12-13 12-13 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 238 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-9 oc bracing. WEBS 1 Row at midpt 9-10, 3-16, 3-13, 6-13, 6-11, 9-11 REACTIONS. (size)10=Mechanical, 16=0-8-0 Max Uplift 10=-1029(LC 12), 16=-1339(LC 12) Max Grav 10=1527(LC 1), 16=1987(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2457/2887, 5-6=-2457/2887, 6-8=-1699/1996, 8-9=-1699/1996, 9-10=-1464/1663 BOT CHORD 15-16=-1892/1611, 13-15=-1892/1611, 12-13=-2920/2484, 11-12=-2914/2481 WEBS 2-16=-453/406, 3-16=-2138/2512, 3-15=-302/280, 3-13=-1244/1059, 5-13=-479/428, 6-12=-292/269, 6-11=-978/1147, 8-11=-523/465, 9-11=-2460/2093 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 15-7-2, Exterior(2) 15-7-2 to 23-8-14, Corner(3) 23-8-14 to 39-2-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1029, 16=1339. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss AB Truss Type Flat Qty 1 Ply 1 PINTO Job Reference (optional) T25712886 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-pfkEJZEiPekCXAh?v_OFLDcy9Fxw2G4znlxvXlyRWz2 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x4 4x5 5x6 WB 4x6 3x6 3x6 6x10 3x4 4x12 3x4 3x10 3x4 5x6 3x8 3x4 4x12 4x6 4-4-0 4-4-0 4-8-0 0-4-0 11-8-4 7-0-4 18-6-12 6-10-8 25-5-4 6-10-8 32-3-12 6-10-8 39-4-0 7-0-4 4-8-0 4-8-0 11-8-4 7-0-4 18-6-12 6-10-8 25-5-4 6-10-8 32-3-12 6-10-8 39-4-0 7-0-4 4-5-7Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-3-0,Edge], [12:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.50 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.39 0.09 0.38 (loc) 12-13 12-13 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. WEBS 1 Row at midpt 3-16, 3-13, 6-11, 9-11 REACTIONS. (size)10=Mechanical, 16=0-8-0 Max Uplift 10=-1029(LC 12), 16=-1339(LC 12) Max Grav 10=1527(LC 1), 16=1987(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-3046/3579, 5-6=-3046/3579, 6-8=-2104/2473, 8-9=-2104/2473, 9-10=-1462/1661 BOT CHORD 15-16=-2344/1995, 13-15=-2344/1995, 12-13=-3619/3079, 11-12=-3612/3076 WEBS 2-16=-455/409, 3-16=-2479/2912, 3-15=-300/279, 3-13=-1443/1228, 5-13=-479/428, 6-12=-292/269, 6-11=-1135/1331, 8-11=-520/462, 9-11=-2844/2420 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 15-7-2, Exterior(2) 15-7-2 to 23-8-14, Corner(3) 23-8-14 to 39-2-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1029, 16=1339. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss B Truss Type HIP Qty 1 Ply 1 PINTO Job Reference (optional) T25712887 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-HsIcXvFKAxs29JGBShvUuR9AGfHsnjm60PhT3ByRWz1 Scale = 1:43.8 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x4 4x6 4x6 3x4 3x6 3x4 3x6 4x4 4x4 3x4 3x6 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 17-0-0 8-0-0 23-8-0 6-8-0 24-0-0 0-4-0 26-0-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 17-0-0 8-0-0 23-8-0 6-8-0 26-0-0 2-4-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-4], [4:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.46 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.24 0.01 0.21 (loc) 10-11 8-10 7 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-8-0, 7=0-8-0 Max Horz 11=115(LC 11) Max Uplift 11=-628(LC 12), 7=-560(LC 12) Max Grav 11=1293(LC 2), 7=1293(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1360/1280, 3-4=-1137/1204, 4-5=-1360/1280 BOT CHORD 8-10=-1023/1137 WEBS 2-11=-1122/941, 2-10=-1027/1106, 3-10=-332/234, 4-8=-332/234, 5-8=-1027/1106, 5-7=-1122/941 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 26-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=628, 7=560. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss B1 Truss Type HIP Qty 1 Ply 1 PINTO Job Reference (optional) T25712888 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-l2s_kFGyxF_vnTrO0PQjQeiSX3eFWE9GF3Q0beyRWz0 Scale = 1:43.9 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 3x4 4x8 4x4 3x4 3x6 2x3 3x4 4x5 3x4 3x8 4x5 3x4 2x3 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 15-0-0 4-0-0 23-8-0 8-8-0 24-0-0 0-4-0 26-0-0 2-0-0 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 15-0-0 4-0-0 19-4-0 4-4-0 23-8-0 4-4-0 26-0-0 2-4-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.38 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.22 0.03 (loc) 12-13 12-13 9 l/defl >911 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-8-0, 9=0-8-0 Max Horz 13=140(LC 11) Max Uplift 13=-628(LC 12), 9=-560(LC 12) Max Grav 13=1170(LC 1), 9=1170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-122/261, 3-4=-1046/1216, 4-5=-872/1137, 5-6=-1046/1217, 6-7=-122/260 BOT CHORD 12-13=-904/915, 10-12=-918/871, 9-10=-898/915 WEBS 2-13=-277/116, 3-13=-1168/958, 4-12=-427/225, 5-10=-403/225, 6-9=-1169/959, 7-9=-276/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-5-3, Interior(1) 19-5-3 to 26-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=628, 9=560. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss B2 Truss Type COMMON Qty 16 Ply 1 PINTO Job Reference (optional) T25712889 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-DEQNybHaiZ6mOdPaa6xyzsEcRT0cFiwPTjAZ74yRWz? Scale = 1:44.6 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 24 25 26 27 28 29 3x4 4x4 3x4 3x6 3x4 4x4 6x8 2x3 3x4 4x4 6x8 2x3 2-0-0 2-0-0 2-4-0 0-4-0 9-5-5 7-1-5 16-6-11 7-1-5 23-8-0 7-1-5 24-0-0 0-4-0 26-0-0 2-0-0 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 18-4-0 5-4-0 23-8-0 5-4-0 26-0-0 2-4-0 0-4-36-10-30-4-36.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-3-0], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.31 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.03 0.13 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 3-12 REACTIONS. (size)8=0-8-0, 12=0-8-0 Max Horz 12=165(LC 11) Max Uplift 8=-560(LC 12), 12=-628(LC 12) Max Grav 8=1256(LC 2), 12=1256(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1201/1344, 4-5=-1201/1344 BOT CHORD 11-12=-999/1042, 9-11=-707/814, 8-9=-988/1042 WEBS 4-9=-589/425, 5-8=-1286/1197, 6-8=-327/191, 4-11=-589/425, 3-12=-1286/1197, 2-12=-327/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 26-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=560, 12=628. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss C Truss Type Monopitch Qty 22 Ply 1 PINTO Job Reference (optional) T25712890 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-hRzl9xHCTsEd0n_m8qSBV3nkItLM_CgYiNv7gWyRWz_ Scale = 1:44.8 1 2 3 4 7 6 5 11 12 13 14 3x4 3x4 3x4 2x3 4x4 5x6 6x8 2-0-0 2-0-0 2-4-0 0-4-0 8-5-3 6-1-3 15-7-4 7-2-1 2-4-0 2-4-0 8-5-3 6-1-3 15-7-4 7-2-1 0-4-38-1-136.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.34 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.12 -0.01 (loc) 5-6 5-6 5 l/defl >844 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS. (size)7=0-8-0, 5=0-7-4 Max Horz 7=344(LC 12) Max Uplift 7=-450(LC 12), 5=-488(LC 12) Max Grav 7=819(LC 1), 5=572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/677 BOT CHORD 6-7=-378/146, 5-6=-904/512 WEBS 2-7=-722/710, 2-6=-558/559, 3-6=-495/212, 3-5=-586/1036 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-5-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=450, 5=488. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712891 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-9dX7NGIqEAMUexZzhX_Q2HKnIGfOjYUix1fgBzyRWyz Scale = 1:62.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 3x5 10x18 MT20HS 4x6 4x6 4x6 3x6 4x5 3x6 5x6 3x10 3x4 5x6 3x10 3x4 4x12 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 16-0-14 7-0-14 23-0-0 6-11-2 29-11-2 6-11-2 37-0-0 7-0-14 2-4-0 2-4-0 9-0-0 6-8-0 16-0-14 7-0-14 23-0-0 6-11-2 29-11-2 6-11-2 37-0-0 7-0-14 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [3:1-3-8,0-2-4], [6:0-3-0,Edge], [9:Edge,0-3-8], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.92 0.48 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.34 -0.07 0.39 (loc) 11-12 11-12 9 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 202 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 5-12, 5-10 2 Rows at 1/3 pts 8-10 REACTIONS. (size)9=Mechanical, 15=0-8-0 Max Horz 15=201(LC 12) Max Uplift 9=-1056(LC 12), 15=-1180(LC 12) Max Grav 9=1546(LC 1), 15=1771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2180/2691, 3-4=-2871/3686, 4-5=-2871/3686, 5-7=-1964/2473, 7-8=-1964/2473, 8-9=-1482/1734 BOT CHORD 14-15=-379/167, 12-14=-2466/1841, 11-12=-3633/2875, 10-11=-3633/2875 WEBS 2-15=-1660/1809, 2-14=-2211/1771, 3-12=-1451/1282, 4-12=-532/283, 5-11=-504/271, 5-10=-1090/1401, 7-10=-529/303, 8-10=-2910/2315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 9-0-0, Exterior(2R) 9-0-0 to 14-2-13, Interior(1) 14-2-13 to 36-10-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1056, 15=1180. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D1 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712892 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-ep5VacJS?UULF589FFVfaUsyAg_2S_?rAhOEjPyRWyy Scale = 1:62.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 3x5 5x8 3x6 4x5 4x6 3x6 3x4 6x8 5x6 3x4 3x8 3x4 3x4 3x10 3x4 4x10 3x6 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 17-6-14 6-6-14 24-0-0 6-5-2 30-5-2 6-5-2 37-0-0 6-6-14 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 17-6-14 6-6-14 24-0-0 6-5-2 30-5-2 6-5-2 37-0-0 6-6-14 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [10:Edge,0-3-8], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.46 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.25 -0.08 (loc) 16-17 12-14 10 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 216 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-7 oc bracing. WEBS 1 Row at midpt 9-10, 3-17, 4-14, 6-11, 9-11 REACTIONS. (size)10=Mechanical, 17=0-8-0 Max Horz 17=246(LC 12) Max Uplift 10=-1062(LC 12), 17=-1173(LC 12) Max Grav 10=1546(LC 1), 17=1771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-121/269, 2-3=-141/338, 3-4=-2104/2696, 4-5=-2414/3125, 5-6=-2414/3125, 6-8=-1517/1925, 8-9=-1517/1925, 9-10=-1487/1766 BOT CHORD 16-17=-2237/1674, 14-16=-2466/1821, 12-14=-2918/2289, 11-12=-2918/2289 WEBS 2-17=-305/172, 3-17=-2100/2283, 3-16=-319/282, 4-16=-471/192, 4-14=-866/843, 5-14=-494/269, 6-14=-273/166, 6-12=-476/256, 6-11=-1021/1326, 8-11=-493/284, 9-11=-2510/1980 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 11-0-0, Exterior(2R) 11-0-0 to 16-2-13, Interior(1) 16-2-13 to 36-10-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1062, 17=1173. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D2 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712893 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-aCDG?IKjW5k3VOIYNfX7gvyNPUgrvur8d_tKoIyRWyw Scale = 1:62.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 28 29 30 3x5 5x8 4x6 3x4 6x8 3x6 4x5 3x6 6x8 3x4 3x4 3x4 3x8 3x4 4x10 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-8-0 5-4-0 13-0-0 5-4-0 21-0-9 8-0-9 28-11-7 7-10-13 37-0-0 8-0-9 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 21-0-9 8-0-9 28-11-7 7-10-13 37-0-0 8-0-9 0-4-36-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-3-0,Edge], [15:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.50 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.31 0.07 0.35 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 1 Row at midpt 2-15, 7-12 2 Rows at 1/3 pts 7-9 REACTIONS. (size)9=Mechanical, 16=0-8-0 Max Horz 16=290(LC 12) Max Uplift 9=-1070(LC 12), 16=-1165(LC 12) Max Grav 9=1726(LC 2), 16=1923(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2274/2586, 3-4=-2252/2584, 4-5=-2314/2711, 5-7=-2314/2711 BOT CHORD 15-16=-292/132, 14-15=-2505/1968, 12-14=-2380/1956, 10-12=-1940/1707, 9-10=-1940/1707 WEBS 2-16=-1715/1835, 2-15=-2268/2011, 3-15=-325/147, 4-14=-652/342, 4-12=-435/541, 5-12=-591/316, 7-12=-1014/789, 7-10=-651/457, 7-9=-2185/2479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 13-0-0, Exterior(2R) 13-0-0 to 18-2-13, Interior(1) 18-2-13 to 36-10-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1070, 16=1165. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D3 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712894 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-2OneCeLLHPsw6YtkwN2MC7UZVu0ZeMoHseduKkyRWyv Scale = 1:62.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 28 29 30 31 5x8 3x6 3x4 6x8 3x5 3x6 5x6 6x8 3x4 3x4 3x8 3x4 4x10 4x5 3x6 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-9-4 5-5-4 15-0-0 7-2-12 22-4-9 7-4-9 29-7-7 7-2-13 37-0-0 7-4-9 7-9-4 7-9-4 15-0-0 7-2-12 22-4-9 7-4-9 29-7-7 7-2-13 37-0-0 7-4-9 0-4-37-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-6-0,0-2-8], [15:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.47 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.06 0.28 (loc) 12-13 12-13 9 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. WEBS 1 Row at midpt 8-9, 3-13, 7-12, 2-15 2 Rows at 1/3 pts 7-9 REACTIONS. (size)9=0-8-0, 16=0-8-0 Max Horz 16=335(LC 12) Max Uplift 9=-1079(LC 12), 16=-1156(LC 12) Max Grav 9=1739(LC 2), 16=1922(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/2619, 3-4=-2169/2437, 4-5=-1970/2313, 5-7=-1970/2313 BOT CHORD 15-16=-296/135, 13-15=-2582/2016, 12-13=-2269/1856, 10-12=-1587/1392, 9-10=-1587/1392 WEBS 3-15=-309/102, 3-13=-223/375, 4-13=-784/422, 4-12=-102/283, 5-12=-539/286, 7-12=-1062/835, 7-10=-605/435, 7-9=-1988/2265, 2-15=-2349/2080, 2-16=-1732/1867 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 15-0-0, Exterior(2R) 15-0-0 to 20-2-13, Interior(1) 20-2-13 to 36-10-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1079, 16=1156. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D4 Truss Type Half Hip Qty 1 Ply 1 PINTO Job Reference (optional) T25712895 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-WbL0Q_Mz2i_nkiSwU4ZblK1k2HM5NoTR4IMRsAyRWyu Scale = 1:62.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 4x6 5x8 3x6 3x4 6x8 3x5 4x6 3x6 3x6 6x8 3x4 3x4 3x4 3x8 3x4 5x8 3x6 2-0-0 2-0-0 2-4-0 0-4-0 9-8-0 7-4-0 17-0-0 7-4-0 23-8-5 6-8-5 30-2-15 6-6-9 36-11-4 6-8-5 2-4-0 2-4-0 9-8-0 7-4-0 17-0-0 7-4-0 23-8-5 6-8-5 30-2-15 6-6-9 36-11-4 6-8-5 0-4-38-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-6-0,0-2-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.45 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.06 0.28 (loc) 12-14 14-16 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-4 oc bracing. WEBS 1 Row at midpt 9-10, 2-16, 4-14, 5-14, 5-12, 6-12, 8-12 2 Rows at 1/3 pts 8-10 REACTIONS. (size)10=0-7-3, 17=0-8-0 Max Horz 17=380(LC 12) Max Uplift 10=-1088(LC 12), 17=-1144(LC 12) Max Grav 10=1742(LC 2), 17=1914(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2397/2662, 4-5=-2018/2258, 5-6=-1674/1978, 6-8=-1674/1978 BOT CHORD 16-17=-511/246, 14-16=-2639/2059, 12-14=-2110/1715, 11-12=-1304/1135, 10-11=-1304/1135 WEBS 2-17=-1677/1700, 2-16=-2156/1968, 4-14=-421/650, 5-14=-924/523, 6-12=-487/260, 8-12=-1125/888, 8-11=-553/403, 8-10=-1848/2123 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-5, Interior(1) 3-8-5 to 17-0-0, Exterior(2R) 17-0-0 to 22-2-11, Interior(1) 22-2-11 to 36-9-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1088, 17=1144. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D5 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712896 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-SzSmrgODaKEVz0cJcVc3ql6zD5?trgWkYcrYx3yRWys Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 21 20 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x6 WB 10x14 4x8 5x6 3x10 4x5 10x18 MT20HS 4x6 3x10 7x8 3x4 4x4 3x4 3x4 3x6 4x4 3x10 3x4 6x8 10x18 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 8-9-14 6-5-14 15-3-12 6-5-14 19-0-0 3-8-4 23-8-4 4-8-4 30-3-12 6-7-8 36-11-4 6-7-8 2-4-0 2-4-0 8-9-14 6-5-14 15-3-12 6-5-14 16-3-11 0-11-15 17-3-8 0-11-13 19-0-0 1-8-8 23-8-4 4-8-4 30-3-12 6-7-8 36-11-4 6-7-8 0-4-39-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-11-12,0-1-12], [18:0-3-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.94 0.69 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.96 0.04 0.88 (loc) 16 16-18 12 16-18 l/defl >984 >431 n/a >471 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 288 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 7-9,9-11: 2x6 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-20: 2x6 SP 2400F 2.0E, 8-15,10-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 1 Row at midpt 2-18, 15-20, 10-13 2 Rows at 1/3 pts 11-12, 8-13, 11-13 REACTIONS. (size)12=0-7-3, 19=0-8-0 Max Horz 19=422(LC 12) Max Uplift 12=-952(LC 12), 19=-958(LC 12) Max Grav 12=2086(LC 2), 19=2240(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2994/2738, 3-5=-2591/2230, 5-6=-2297/2014, 6-7=-2185/2063, 7-8=-1796/1695, 8-10=-1203/1193, 10-11=-1203/1193, 11-12=-1907/1850 BOT CHORD 18-19=-535/269, 16-18=-2768/2613, 15-16=-2101/2193, 13-15=-2058/2152 WEBS 2-19=-1949/1708, 2-18=-2267/2490, 3-18=-304/114, 3-16=-518/804, 5-16=-567/340, 6-21=-314/314, 20-21=-411/432, 15-20=-1006/900, 8-20=-755/747, 8-13=-1688/1499, 10-13=-495/293, 11-13=-2088/2106, 7-21=-830/756 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-5, Interior(1) 3-8-5 to 19-0-0, Exterior(2R) 19-0-0 to 24-2-11, Interior(1) 24-2-11 to 36-9-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.0lb AC unit load placed on the top chord, 16-11-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-21, 20-21 10) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=952, 19=958. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 142 lb up at 20-3-0, and 142 lb down and 142 lb up at 22-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D5 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712896 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:27 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-SzSmrgODaKEVz0cJcVc3ql6zD5?trgWkYcrYx3yRWys NOTES- 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-80, 6-7=-70, 7-11=-70, 1-16=-20, 15-16=-30, 12-15=-20, 6-20=-10 Concentrated Loads (lb) Vert: 26=-50 27=-50 28=-100 29=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D6 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712897 8.430 s Apr 29 2021 MiTek Industries, Inc. Thu Oct 21 10:13:57 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:X_eJEeKyNGhym?BQ2c8W_QyietI-Sx??qqPq36NITk2HYKnYLyQgnlHpJIA7qUSFrWyRERO Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 23 24 25 26 27 28 29 30 31 32 33 34 35 36 10x18 MT20HS WB 3x4 7x8 4x5 7x8 WB 10x14 7x8 4x4 4x4 3x4 3x4 4x6 6x8 3x10 4x5 4x5 10x18 MT20HS 6x8 2-0-0 2-0-0 2-4-0 0-4-0 8-9-14 6-5-14 15-3-12 6-5-14 21-0-0 5-8-4 23-8-4 2-8-4 30-3-12 6-7-8 36-11-4 6-7-8 2-4-0 2-4-0 8-9-14 6-5-14 15-3-12 6-5-14 16-3-11 0-11-15 17-8-0 1-4-5 21-0-0 3-4-0 23-8-4 2-8-4 30-3-12 6-7-8 36-11-4 6-7-8 0-4-310-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-4-0], [4:0-9-0,Edge], [8:0-3-8,0-3-0], [11:Edge,0-4-12], [17:0-3-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.82 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -1.16 0.04 0.95 (loc) 15-17 15-17 11 15-17 l/defl >867 >358 n/a >437 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 319 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-19: 2x6 SP No.2, 8-14,8-12,9-12,9-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 *Except* 4-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. WEBS 1 Row at midpt 10-11, 2-17, 14-19, 8-12, 9-12, 9-11 REACTIONS.(lb/size)11=1826/0-7-3, 18=2023/0-8-0 Max Horz 18=462(LC 12) Max Uplift 11=-925(LC 12), 18=-865(LC 12) Max Grav 11=2134(LC 2), 18=2268(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-348/316, 2-23=-3228/2684, 3-23=-3071/2706, 3-4=-2641/2058, 4-5=-2485/2064, 5-24=-2351/1784, 6-24=-2294/1839, 6-25=-1262/956, 25-26=-1199/1008, 7-26=-1084/949, 7-27=-1970/1779, 8-27=-1970/1779, 8-28=-1104/1049, 9-28=-1104/1049 BOT CHORD 1-18=-254/339, 18-30=-733/399, 17-30=-733/399, 16-17=-2789/2821, 15-16=-2789/2821, 15-31=-1958/2185, 31-32=-1958/2185, 14-32=-1958/2185, 13-14=-1925/2145, 13-33=-1925/2145, 33-34=-1925/2145, 12-34=-1925/2145, 12-35=-1049/1104, 35-36=-1049/1104, 11-36=-1049/1104 WEBS 2-18=-1926/1522, 2-17=-2082/2514, 3-17=-376/188, 3-15=-762/995, 5-15=-627/326, 6-19=-1076/1016, 14-19=-1039/1026, 8-19=-412/499, 8-12=-1978/1628, 9-12=-1659/1629, 9-11=-2076/1971, 7-19=-1035/1064 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-0-5, Interior(1) 4-0-5 to 21-0-0, Exterior(2R) 21-0-0 to 26-2-11, Interior(1) 26-2-11 to 36-9-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the top chord, 16-11-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-19 10) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 925 lb uplift at joint 11 and 865 lb uplift at joint 18. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D6 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712897 8.430 s Apr 29 2021 MiTek Industries, Inc. Thu Oct 21 10:13:57 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:X_eJEeKyNGhym?BQ2c8W_QyietI-Sx??qqPq36NITk2HYKnYLyQgnlHpJIA7qUSFrWyRERO NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 142 lb up at 20-3-0, and 142 lb down and 142 lb up at 23-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-80, 6-7=-70, 7-10=-70, 15-20=-20, 14-15=-30, 11-14=-20, 6-19=-10 Concentrated Loads (lb) Vert: 24=-100 25=-100 26=-100 27=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D7 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712898 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-PMaXFLPU6xVCDJlhjweXvABKRvesJbr1?wKf?xyRWyq Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 7x8 WB 4x8 3x4 7x8 4x5 5x8 8x14 7x8 4x4 4x4 3x4 5x6 3x4 3x4 5x6 5x8 5x8 5x8 2-0-0 2-0-0 2-4-0 0-4-0 8-9-14 6-5-14 15-3-12 6-5-14 23-8-4 8-4-8 30-3-12 6-7-8 36-11-4 6-7-8 2-4-0 2-4-0 8-9-14 6-5-14 15-3-12 6-5-14 16-3-11 0-11-15 17-8-0 1-4-5 23-0-0 5-4-0 23-8-4 0-8-4 30-3-12 6-7-8 36-11-4 6-7-8 0-4-311-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-3-12], [4:0-4-0,Edge], [7:0-4-0,0-3-8], [11:Edge,0-4-12], [17:0-3-8,0-3-8], [19:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.78 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.43 0.06 0.36 (loc) 14-15 14-15 11 15 l/defl >999 >964 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 325 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-16: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-19: 2x6 SP No.2, 12-19,9-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. WEBS 1 Row at midpt 10-11, 2-17, 6-19, 14-19, 12-19, 9-19 2 Rows at 1/3 pts 9-12, 9-11 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)11=0-7-3, 18=0-8-0 Max Horz 18=506(LC 12) Max Uplift 11=-938(LC 12), 18=-851(LC 12) Max Grav 11=2132(LC 2), 18=2268(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/312, 2-3=-3130/2594, 3-5=-2853/2199, 5-6=-2449/1887, 6-7=-230/384, 7-8=-79/302, 8-9=-57/328 BOT CHORD 1-18=-247/339, 17-18=-769/424, 15-17=-2727/2727, 14-15=-2162/2421, 12-14=-2144/2406, 11-12=-1008/1053 WEBS 2-18=-1875/1471, 2-17=-1982/2418, 3-17=-311/16, 3-15=-379/685, 5-15=-825/536, 6-19=-2615/2128, 14-19=-700/656, 8-19=-692/355, 12-19=-2292/1872, 9-12=-1950/1983, 9-11=-2120/2028, 9-19=-1370/1089 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-0-5, Interior(1) 4-0-5 to 23-0-0, Exterior(2R) 23-0-0 to 28-2-11, Interior(1) 28-2-11 to 36-9-8 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the top chord, 16-11-8 from left end, supported at two points, 2-6-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-19 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=938, 18=851. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 142 lb up at 20-3-0, and 142 lb down and 142 lb up at 23-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D7 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712898 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:29 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-PMaXFLPU6xVCDJlhjweXvABKRvesJbr1?wKf?xyRWyq NOTES- 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-80, 6-7=-70, 7-10=-70, 15-20=-20, 14-15=-30, 11-14=-20, 6-19=-10 Concentrated Loads (lb) Vert: 7=-100 24=-100 26=-100 27=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D8 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712899 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-tY8vThQ6tFd3rTKuHe9mSOkV1Iym21XAEa4CXOyRWyp Scale = 1:74.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 19 18 20 21 22 23 24 25 26 27 28 29 30 31 32 7x14 5x6 10x18 MT20HS 3x4 7x8 4x4 10x18 MT20HS7x8 3x4 6x8 3x10 7x8 3x4 6x8 4x6 7x8 10x18 MT20HS WB 6x8 14-10-12 19-11-12 0-7-4 0-7-4 3-7-4 3-0-0 13-3-0 9-7-12 21-7-8 8-4-8 28-1-4 6-5-12 34-10-8 6-9-4 0-7-4 0-7-4 3-7-4 3-0-0 8-5-2 4-9-14 13-3-0 4-9-14 20-2-15 6-11-15 21-7-8 1-4-9 28-1-4 6-5-12 34-10-8 6-9-4 3-2-311-6-01-4-06.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [4:0-9-0,Edge], [6:0-5-8,0-4-4], [10:Edge,0-4-12], [12:0-8-12,Edge], [13:0-3-8,0-4-12], [15:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.93 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.67 -1.59 -0.07 1.30 (loc) 14-16 14-16 10 14-16 l/defl >620 >259 n/a >317 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 323 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-2: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP M 30 *Except* 9-10,2-16,3-16,3-14,5-14,6-18: 2x4 SP No.3, 5-18: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E *Except* 12-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 9-10, 8-13, 8-11, 8-10, 5-18 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)10=0-7-3, 20=0-7-4 Max Horz 20=367(LC 12) Max Uplift 10=-921(LC 12), 20=-718(LC 12) Max Grav 10=2148(LC 2), 20=2023(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2398/2084, 2-3=-2735/2397, 3-5=-2622/2098, 5-6=-1831/1481, 6-7=-1960/1815, 7-8=-2072/1910 BOT CHORD 16-17=-603/407, 14-16=-2447/2622, 13-14=-1963/2134, 11-13=-1022/1056, 10-11=-1022/1056 WEBS 2-16=-1284/1098, 3-16=-366/2, 3-14=-723/729, 5-14=-730/431, 13-18=-701/399, 7-18=-1573/1358, 8-13=-1756/2027, 8-11=-309/88, 8-10=-2042/1977, 5-18=-530/481, 6-18=-1023/1067, 1-16=-2670/2901, 1-20=-2105/1931 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 3-7-4, Interior(1) 3-7-4 to 20-2-15, Exterior(2R) 20-2-15 to 23-8-12, Interior(1) 23-8-12 to 34-8-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 200.0lb AC unit load placed on the top chord, 14-10-12 from left end, supported at two points, 2-6-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 5-18 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 10) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=921, 20=718. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss D8 Truss Type ATTIC Qty 1 Ply 1 PINTO Job Reference (optional) T25712899 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:31 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-LkiHg1RkeYlwSdv4rLg?_bHgniI?nUnJTEpl4qyRWyo NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 162 lb up at 18-5-12, and 142 lb down and 162 lb up at 21-7-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-6=-70, 6-9=-70, 14-17=-20, 13-14=-30, 10-13=-20, 5-18=-10 Concentrated Loads (lb) Vert: 7=-100 21=-100 22=-100 24=-100 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss E Truss Type Piggyback Base Qty 11 Ply 1 PINTO Job Reference (optional) T25712900 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-pxGfuNRMPstn4nUGO2BEXppyB6neWx0ThuZJcGyRWyn Scale = 1:70.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 22 23 24 3x10 4x10 4x10 3x10 5x8 3x4 2x3 3x4 3x5 3x5 7-1-3 7-1-3 14-5-8 7-4-5 21-9-13 7-4-5 28-11-0 7-1-3 7-1-3 7-1-3 14-5-8 7-4-5 21-9-13 7-4-5 28-11-0 7-1-3 7-11-711-6-07-11-77-0-06.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-8,0-2-4], [4:0-7-8,0-2-4], [6:0-2-8,0-0-15], [10:0-2-8,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.33 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.22 0.22 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 1-10,5-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 2-8, 4-8 REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=91(LC 11) Max Uplift 10=-863(LC 12), 6=-863(LC 12) Max Grav 10=1281(LC 1), 6=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1232/923, 1-2=-1114/860, 2-3=-2246/1626, 3-4=-2246/1626, 4-5=-1114/857, 5-6=-1232/920 BOT CHORD 8-9=-506/1016, 7-8=-498/1016 WEBS 1-9=-761/1032, 2-9=-808/357, 2-8=-919/1569, 3-8=-576/289, 4-8=-922/1569, 4-7=-808/356, 5-7=-758/1032 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-1-3, Exterior(2R) 7-1-3 to 11-4-1, Interior(1) 11-4-1 to 21-9-13, Exterior(2R) 21-9-13 to 26-0-12, Interior(1) 26-0-12 to 28-8-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=863, 6=863. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLA Truss Type Floor Qty 8 Ply 1 PINTO Job Reference (optional) T25712901 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-H7q15jS_AA?eix3TymjT40M3RW0uFRUcwYIs8iyRWym Scale = 1:45.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP 3x8 WB 3x6 FP 3x4 6x8 3x4 3x4 3x8 4x8 4x10 3x4 3x5 5x10 4x5 4x8 3x4 3x6 FP 2x3 SP 12-1-3 12-1-3 13-1-3 1-0-0 14-1-3 1-0-0 14-2-11 0-1-8 26-4-14 12-2-3 26-8-6 0-3-8 2-6-0 1-7-3 2-0-0 1-9-11 0-3-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.78 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.58 -0.02 (loc) 18-19 18-19 14 l/defl >750 >541 n/a L/d 480 360 n/a PLATES MT20 Weight: 147 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* 17-22: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 14-16: 2x4 SP M 30(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-0, 24=Mechanical Max Grav 14=1445(LC 1), 24=1445(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3216/0, 3-4=-3216/0, 4-5=-4838/0, 5-7=-4838/0, 7-8=-5044/0, 8-9=-5044/0, 9-10=-4248/0, 10-11=-4248/0, 11-12=-1852/0, 12-14=-1856/0 BOT CHORD 23-24=0/1807, 21-23=0/4212, 20-21=0/5044, 19-20=0/5044, 18-19=0/4841, 16-18=0/3228 WEBS 8-19=-326/23, 2-24=-2239/0, 2-23=0/1746, 4-23=-1234/0, 4-21=0/775, 5-21=-309/87, 7-21=-766/248, 14-16=0/2251, 11-16=-1705/0, 11-18=0/1263, 10-18=-259/0, 9-18=-736/0, 9-19=-171/681 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11%, joint 17 = 11% 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLB Truss Type Floor Qty 4 Ply 1 PINTO Job Reference (optional) T25712902 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-lJNQJ3TcxT7VJ5efWTEicEvKCwQj__bm9C2Qh9yRWyl Scale = 1:27.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 FP 2x3 3x4 2x3 3x6 FP 2x3 3x4 2x3 3x4 3x4 3x4 3x6 2x3 3x4 3x6 2x3 7-2-12 7-2-12 8-2-12 1-0-0 9-2-12 1-0-0 16-4-12 7-2-0 2-6-0 1-10-4 2-0-0 1-9-8 2-0-02-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.48 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.14 0.03 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 16=Mechanical Max Grav 10=895(LC 1), 16=895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/0, 3-4=-1706/0, 4-5=-1923/0, 5-6=-1705/0, 6-8=-1705/0 BOT CHORD 14-16=0/1056, 13-14=0/1923, 12-13=0/1923, 11-12=0/1923, 10-11=0/1056 WEBS 2-16=-1309/0, 2-14=0/806, 3-14=-265/19, 4-14=-500/0, 8-10=-1309/0, 8-11=0/804, 6-11=-262/24, 5-11=-506/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLC Truss Type Floor Qty 12 Ply 1 PINTO Job Reference (optional) T25712903 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-DWxoWPUEinFMxEDr4Blx9RRVjJoljPsvOsnzDbyRWyk Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 2x3 2x3 3x6 2x3 4x6 3x4 2x3 4x4 4x4 2x3 3x4 4x5 2x3 3x8 2x3 4x4 6-1-15 6-1-15 7-1-15 1-0-0 8-1-15 1-0-0 8-3-7 0-1-8 14-0-8 5-9-1 14-4-0 0-3-8 2-6-0 0-7-15 2-0-0 0-6-1 0-1-8 0-3-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-3-0,Edge], [10:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.37 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.09 0.01 (loc) 11-12 14-15 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 86 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 9=0-3-0 Max Grav 15=756(LC 1), 9=762(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1348/0, 3-4=-1348/0, 4-5=-1388/0, 5-6=-1388/0, 6-7=-898/0, 7-9=-902/0 BOT CHORD 14-15=0/892, 13-14=0/1388, 12-13=0/1388, 11-12=0/1340 WEBS 5-12=-338/63, 2-15=-1092/0, 2-14=0/566, 4-14=-391/162, 9-11=0/1091, 7-11=-268/0, 6-11=-548/0, 6-12=-87/442 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLD Truss Type Floor Qty 5 Ply 1 PINTO Job Reference (optional) T25712904 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-hiVAklUtS5NDZOo1duGAhf_gSj8SStJ3cWXWl1yRWyj Scale = 1:23.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 2x3 2x3 4x6 3x4 2x3 5x6 4x4 2x3 3x4 3x4 5x6 2x3 3x8 2x3 4x4 5-9-5 5-9-5 6-9-5 1-0-0 7-9-5 1-0-0 7-10-13 0-1-8 13-8-0 5-9-3 13-11-8 0-3-8 2-6-0 0-4-13 2-0-0 0-6-3 0-3-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-3-0,Edge], [10:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.34 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.08 0.01 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 15=Mechanical Max Grav 9=745(LC 1), 15=745(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1296/0, 3-4=-1296/0, 4-5=-1327/0, 5-6=-1327/0, 6-7=-874/0, 7-9=-879/0 BOT CHORD 14-15=0/853, 13-14=0/1327, 12-13=0/1327, 11-12=0/1290 WEBS 5-12=-307/74, 2-15=-1057/0, 2-14=0/549, 3-14=-257/158, 4-14=-467/216, 9-11=0/1063, 7-11=-268/0, 6-11=-515/0, 6-12=-103/401 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLE Truss Type Floor Qty 5 Ply 1 PINTO Job Reference (optional) T25712905 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-Au3Yx4VVDOV4AYMEBcnPEsXrQ7UWBKXCrAG4HUyRWyi Scale = 1:23.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 2x3 2x3 3x6 2x3 4x6 3x4 5x6 2x3 2x3 5x6 3x8 2x3 5x6 3x4 5x6 2x3 0-3-8 0-3-8 5-11-12 5-8-4 6-1-4 0-1-8 7-1-4 1-0-0 8-1-4 1-0-0 14-0-14 5-11-10 2-6-0 0-5-4 2-0-0 0-5-10 0-3-8 0-1-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.35 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.01 (loc) 13-14 10-11 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 85 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 1=0-3-0 Max Grav 10=741(LC 1), 1=748(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-882/0, 3-4=-878/0, 4-5=-1337/0, 5-6=-1337/0, 6-7=-1310/0, 7-8=-1310/0 BOT CHORD 13-14=0/1300, 12-13=0/1337, 11-12=0/1337, 10-11=0/872 WEBS 5-13=-341/86, 1-14=0/1067, 3-14=-268/0, 4-14=-524/0, 4-13=-111/437, 8-10=-1067/0, 8-11=0/543, 7-11=-258/131, 6-11=-425/212 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLF Truss Type Floor Qty 12 Ply 1 PINTO Job Reference (optional) T25712906 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-e5dw8QW7_idxoixQlJIen43_RXqIwnzL4q0dqwyRWyh Scale = 1:23.0 1 2 3 4 5 6 7 8 13 12 11 10 9 2x3 2x3 4x6 3x4 5x6 2x3 3x8 2x3 5x6 3x4 3x4 3x4 2x3 0-3-8 0-3-8 5-11-12 5-8-4 6-1-4 0-1-8 7-1-4 1-0-0 8-1-4 1-0-0 13-8-6 5-7-2 2-6-0 0-5-4 2-4-2 0-3-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.38 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.15 -0.03 (loc) 11-12 9-10 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 9=Mechanical Max Grav 1=730(LC 1), 9=730(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-860/0, 3-4=-856/0, 4-5=-1273/0, 5-6=-1273/0, 6-7=-1273/0 BOT CHORD 11-12=0/1247, 10-11=0/1273, 9-10=0/830 WEBS 5-11=-397/121, 1-12=0/1040, 3-12=-267/0, 4-12=-485/0, 4-11=-169/472, 7-9=-1028/0, 7-10=0/597, 6-10=-266/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLG Truss Type Floor Qty 22 Ply 1 PINTO Job Reference (optional) T25712907 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-6HBJMmXll0loQsWcJ0ptJHc97x9DfFLVIUlAMMyRWyg Scale = 1:20.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 2x3 2x3 4x6 4x6 3x4 3x4 5x6 2x3 2x3 3x4 3x6 2x3 5x6 3x6 2x3 0-3-8 0-3-8 5-11-12 5-8-4 6-1-4 0-1-8 7-1-4 1-0-0 8-1-4 1-0-0 12-0-8 3-11-4 12-4-0 0-3-8 2-6-0 0-5-4 2-0-0 1-0-12 0-3-8 0-3-8 2-0-01-9-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-3-0,Edge], [10:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.40 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 -0.01 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 9=0-3-0 Max Grav 1=639(LC 1), 9=639(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-737/0, 3-4=-732/0, 4-5=-949/0, 5-6=-949/0, 6-7=-707/0, 7-9=-711/0 BOT CHORD 13-14=0/986, 12-13=0/949, 11-12=0/949 WEBS 1-14=0/890, 3-14=-269/0, 4-14=-314/0, 4-13=-277/202, 9-11=0/859, 6-11=-557/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss FLH Truss Type Floor Qty 1 Ply 1 PINTO Job Reference (optional) T25712908 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-aTlhZ6YNWJtf105pskL6sV9JdKUKOjQeX8VkuoyRWyf Scale = 1:16.8 1 2 3 4 5 6 10 9 8 7 2x3 2x3 4x6 3x4 3x4 3x4 3x4 2x3 3x4 2x3 9-9-2 9-9-2 10-0-10 0-3-8 2-6-0 1-9-2 0-3-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-3-0,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.40 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 0.04 (loc) 9-10 9-10 6 l/defl >772 >480 n/a L/d 480 360 n/a PLATES MT20 Weight: 56 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 10=Mechanical Max Grav 6=530(LC 1), 10=530(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/0, 3-4=-641/0, 4-6=-644/0 BOT CHORD 9-10=0/557, 8-9=0/641 WEBS 6-8=0/778, 2-10=-690/0, 4-8=-346/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GEC Truss Type Monopitch Supported Gable Qty 2 Ply 1 PINTO Job Reference (optional) T25712909 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-2gI3nSY?Hd?Vf9g?QRsLOihWOksf7DPomoEHQFyRWye Scale = 1:43.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 3x4 3x4 3x4 2-0-0 2-0-0 15-2-0 13-2-0 15-2-0 15-2-0 0-4-37-11-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.27 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS.All bearings 13-2-0. (lb) - Max Horz 16=336(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14, 16 except 15=-252(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 15 except 14=262(LC 1), 16=635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-601/202, 2-3=-492/151, 3-4=-397/130, 4-6=-314/103 BOT CHORD 1-16=-177/594 WEBS 2-16=-376/267 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-2-0, Exterior(2N) 3-2-0 to 15-0-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12, 13, 14, 16 except (jt=lb) 15=252. 9) n/a This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GEE Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 PINTO Job Reference (optional) T25712910 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-_2QpC8aGpEGDuTqOYsupU7nqPYXCbwk4D6jOV7yRWyc Scale = 1:70.5 1 2 3 4 5 10 9 8 7 6 48 49 50 51 52 53 54 55 56 57 58 59 60 61 3x10 4x10 4x10 3x10 5x8 3x4 3x4 3x5 3x5 7-1-3 7-1-3 14-5-8 7-4-5 21-9-13 7-4-5 28-11-0 7-1-3 7-1-3 7-1-3 14-5-8 7-4-5 21-9-13 7-4-5 28-11-0 7-1-3 7-11-711-6-07-11-77-0-06.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-8,0-2-4], [4:0-7-8,0-2-4], [6:0-2-8,0-0-15], [10:0-2-8,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.33 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.22 0.22 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 329 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 1-10,5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 2-8, 4-8 REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=91(LC 11) Max Uplift 10=-863(LC 12), 6=-863(LC 12) Max Grav 10=1281(LC 1), 6=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1232/923, 1-2=-1114/860, 2-3=-2246/1626, 3-4=-2246/1626, 4-5=-1114/857, 5-6=-1232/920 BOT CHORD 8-9=-506/1016, 7-8=-498/1016 WEBS 1-9=-761/1032, 2-9=-808/357, 2-8=-919/1569, 3-8=-576/289, 4-8=-922/1569, 4-7=-808/356, 5-7=-758/1032 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-1-3, Exterior(2R) 7-1-3 to 11-4-1, Interior(1) 11-4-1 to 21-9-13, Exterior(2R) 21-9-13 to 26-0-12, Interior(1) 26-0-12 to 28-8-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x3 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=863, 6=863. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFA Truss Type FLOOR Qty 1 Ply 4 PINTO Job Reference (optional) T25712911 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-iz1bIZiXSJWo5?bJ7z4AtEBSUaqOxUyZXf8wsYyRWyS Scale = 1:43.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718192021222324252627 5x6 4x12 4x10 4x12 5x6 10x18 MT20HS12x20 3x4 4x12 3x10 8x10 3x4 3x10 4x12 3x4 12x20 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD26-2 THD46 THD46 THD46 THD46 4-4-6 4-4-6 8-6-15 4-2-10 12-9-9 4-2-10 17-0-3 4-2-10 21-2-12 4-2-10 25-7-2 4-4-6 4-4-6 4-4-6 8-6-15 4-2-10 12-9-9 4-2-10 17-0-3 4-2-10 21-2-12 4-2-10 25-7-2 4-4-6 2-0-0Plate Offsets (X,Y)-- [1:0-4-4,0-1-8], [8:0-4-4,0-1-8], [9:Edge,0-2-8], [11:0-6-4,0-1-8], [12:0-5-0,0-5-12], [14:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.79 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.60 -0.82 0.09 (loc) 12 12 9 l/defl >505 >370 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 742 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x6 SP No.2, 1-15,8-10: 2x4 SP M 31 3-15,3-12,6-12,6-10: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 9=Mechanical Max Grav 16=10476(LC 1), 9=9625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-8346/0, 1-2=-23445/0, 2-3=-23445/0, 3-4=-42558/0, 4-6=-42558/0, 6-7=-21913/0, 7-8=-21913/0, 8-9=-7805/0 BOT CHORD 15-16=0/1764, 14-15=0/38392, 12-14=0/38392, 11-12=0/38137, 10-11=0/38137, 9-10=0/1562 WEBS 1-15=0/23008, 3-15=-15828/0, 3-14=0/3174, 3-12=0/4411, 6-12=0/4682, 6-11=0/3614, 6-10=-17180/0, 8-10=0/21597 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 20%, joint 13 = 20% 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 1-1-12 from the left end to 24-10-12 to connect truss(es) to back face of bottom chord. 8) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 17-2-0 from the left end to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFA Truss Type FLOOR Qty 1 Ply 4 PINTO Job Reference (optional) T25712911 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:53 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-iz1bIZiXSJWo5?bJ7z4AtEBSUaqOxUyZXf8wsYyRWyS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-100, 9-16=-10 Concentrated Loads (lb) Vert: 11=-2311(B) 10=-885(B) 17=-1436(B) 18=-1435(B) 19=-1435(B) 20=-1435(B) 21=-1435(B) 22=-1435(B) 23=-1435(B) 24=-1435(B) 25=-885(B) 26=-885(B) 27=-888(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFB Truss Type FLOOR Qty 1 Ply 2 PINTO Job Reference (optional) T25712912 8.430 s Apr 29 2021 MiTek Industries, Inc. Thu Oct 21 10:19:01 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:X_eJEeKyNGhym?BQ2c8W_QyietI-YQNwen4WTWgAxSHiMAErf30k2I1jYqwtkn5KWuyREMe Scale = 1:16.8 1 2 3 6 5 47891011 3x4 3x8 7x14 3x10 2x3 6x8 4-4-9 4-4-9 8-9-2 4-4-9 4-4-9 4-4-9 8-9-2 4-4-9 2-0-00-3-81-8-82-0-0Plate Offsets (X,Y)-- [3:0-3-8,0-3-0], [5:0-7-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.21 0.77 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 -0.01 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=2385/Mechanical, 3=2558/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3395/0, 2-3=-3395/0, 1-6=-1495/0, 3-4=0/931 WEBS 1-5=0/3636, 2-5=-442/0, 3-5=0/3696 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 520 lb down at 1-1-6, 885 lb down at 1-10-4, 885 lb down at 3-10-4, and 885 lb down at 5-10-4, and 887 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=-10 Concentrated Loads (lb) Vert: 7=-520(B) 8=-885(F) 9=-885(F) 10=-885(F) 11=-887(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFC Truss Type FLOOR Qty 1 Ply 2 PINTO Job Reference (optional) T25712913 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-eM9MjEjn_wmWKJlhFO6ezfGolNYGPMMr_zd1wRyRWyQ Scale = 1:46.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x4 3x10 3x8 6x8 3x4 10x18 MT20HS 6x10 2x3 3x5 2x3 4x12 3x10 4x10 2x3 5x18 3x10 3x4 4x8 THD26-2 8-2-0 4-4-3 4-4-3 7-2-0 2-9-13 8-4-14 1-2-14 9-2-0 0-9-2 12-5-9 3-3-9 16-6-4 4-0-11 21-4-1 4-9-13 26-5-6 5-1-5 26-8-6 0-3-0 4-4-3 4-4-3 7-2-0 2-9-13 8-4-14 1-2-14 9-2-0 0-9-2 12-5-9 3-3-9 16-6-4 4-0-11 21-4-1 4-9-13 26-5-6 5-1-5 26-8-6 0-3-0 2-0-00-3-81-8-82-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-2-0], [9:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.70 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.77 -0.05 (loc) 12-13 12-13 9 l/defl >554 >406 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 302 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-17,9-11: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=Mechanical, 9=0-3-0 Max Grav 18=2316(LC 1), 9=2908(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2125/0, 1-2=-5040/0, 2-3=-5040/0, 3-4=-9121/0, 4-5=-12288/0, 5-7=-12288/0, 7-8=-7943/0, 8-9=-7943/0 BOT CHORD 16-17=0/9121, 15-16=0/9121, 13-15=0/9121, 12-13=0/13870, 11-12=0/13870 WEBS 1-17=0/5224, 2-17=-251/134, 3-17=-4801/0, 5-13=-483/0, 7-13=-1869/0, 7-12=0/2222, 7-11=-6255/0, 8-11=-515/0, 9-11=0/8148, 3-16=0/1919, 4-15=-1627/0, 4-13=0/3800 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 7-12 2x4 - 2 rows staggered at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 20%, joint 14 = 20% 6) Refer to girder(s) for truss to truss connections. 7) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 16-6-4 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-100, 10-18=-10 Concentrated Loads (lb) Vert: 12=-2347(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFD Truss Type FLOOR Qty 1 Ply 3 PINTO Job Reference (optional) T25712914 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-6YikwakQlEuNyTJto5dtVtp1AnxS8t4?DdNaStyRWyP Scale = 1:17.9 1 2 3 4 8 7 6 5 9 10 11 123x6 3x4 4x10 3x10 12x12 4x4 4x10 7x8 THD46 THD46 THD46 THD46 THD46 3-6-1 3-6-1 6-8-10 3-2-9 9-5-14 2-9-4 3-6-1 3-6-1 6-8-10 3-2-9 9-5-14 2-9-4 2-0-02-0-0Plate Offsets (X,Y)-- [5:0-5-8,0-3-8], [6:0-4-4,0-6-4], [7:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.51 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2, 1-7,3-5: 2x4 SP M 30, 3-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Grav 8=5222(LC 1), 5=9925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-4346/0, 1-2=-9209/0, 2-3=-12871/0, 3-4=-773/0, 4-5=-329/0 BOT CHORD 6-7=0/9209, 5-6=0/12871 WEBS 1-7=0/9884, 2-7=-2150/0, 2-6=0/4067, 3-6=0/7387, 3-5=-14176/0 NOTES- 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-12 from the left end to 8-9-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 5-8=-10 Concentrated Loads (lb) Vert: 6=-11201(F=-10466, B=-735) 9=-736(B) 10=-735(B) 11=-735(B) 12=-738(B) THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED AT JOINT 6 FOR LOAD REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.25"x 4.5" SCREWS OR OTHER FASTENERS THAT PENETRATES ALL PLIES, PER HANGER MANUFACTURER SPECIFICATIONS. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFF Truss Type FLOOR Qty 1 Ply 3 PINTO Job Reference (optional) T25712915 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-alG68wl2WY0Eadu4Mo8624MElBAltI68RH67?JyRWyO Scale = 1:39.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 283x8 3x4 3x6 3x4 3x6 6x8 4x4 7x8 8x14 4x8 6x10 2x3 3x4 6x10 2x3 4x10 3x4 4x12 3x8 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 4-0-6 4-0-6 6-8-10 2-8-4 9-7-12 2-11-2 12-6-14 2-11-2 16-3-10 3-8-12 19-10-10 3-7-0 23-7-6 3-8-12 4-0-6 4-0-6 6-8-10 2-8-4 9-7-12 2-11-2 12-6-14 2-11-2 16-3-10 3-8-12 19-10-10 3-7-0 23-7-6 3-8-12 2-0-00-5-82-0-0Plate Offsets (X,Y)-- [2:0-3-8,Edge], [9:0-3-0,0-1-0], [16:0-6-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.95 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.00 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 426 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E *Except* 10-15: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16,5-14: 2x4 SP M 30, 3-16: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)18=Mechanical, 17=0-5-8, 13=0-5-8, 10=0-4-8 Max Uplift 18=-930(LC 6) Max Grav 17=11383(LC 3), 13=8252(LC 4), 10=2047(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=0/1302, 1-2=0/3085, 2-3=-8002/0, 3-4=-3770/0, 4-5=-3770/0, 5-7=-1029/0, 7-8=-1029/0 BOT CHORD 16-17=-3085/0, 14-16=0/8002, 13-14=-3616/0, 12-13=-3616/0, 11-12=0/2447, 10-11=0/2447 WEBS 1-17=-3263/0, 2-17=-7325/0, 2-16=0/12957, 3-16=0/2687, 3-14=-4977/0, 4-14=-337/0, 5-14=0/8227, 5-13=-6462/0, 5-12=0/4958, 7-12=-304/7, 8-12=-1619/0, 8-11=0/1365, 8-10=-2464/0 NOTES- 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) The Fabrication Tolerance at joint 6 = 20%, joint 15 = 20% 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=930. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-12 from the left end to 22-9-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 Vert: 16=-10336(F=-720, B=-9615) PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED AT JOINT 16 FOR LOAD REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.25"x 4.5" SCREWS OR OTHER FASTENERS THAT PENETRATES ALL PLIES, PER HANGER MANUFACTURER SPECIFICATIONS. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GFF Truss Type FLOOR Qty 1 Ply 3 PINTO Job Reference (optional) T25712915 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:57 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-alG68wl2WY0Eadu4Mo8624MElBAltI68RH67?JyRWyO LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-100, 10-18=-10 Concentrated Loads (lb) Vert: 16=-10336(F=-720, B=-9615) 13=-720(F) 19=-722(F) 20=-720(F) 21=-720(F) 22=-720(F) 23=-720(F) 24=-720(F) 25=-720(F) 26=-720(F) 27=-720(F) 28=-723(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GR2 Truss Type Monopitch Girder Qty 1 Ply 2 PINTO Job Reference (optional) T25712916 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-W7OtYcmI29Hypw2SUDAa7VRcZ?rAL9PRvbbE3CyRWyM Scale = 1:46.1 1 2 3 4 5 6 10 9 8 7 13 14 3x6 3x4 6x8 3x4 2x3 6x8 4x8 3x10 7x8 4x10 HUS26 HUS26 HUS26 HUS26 2-0-0 2-0-0 2-4-0 0-4-0 7-0-12 4-8-12 11-2-4 4-1-8 15-7-4 4-5-0 2-4-0 2-4-0 7-0-12 4-8-12 11-2-4 4-1-8 15-7-4 4-5-0 0-4-38-1-136.00 12 Plate Offsets (X,Y)-- [3:0-3-5,0-1-8], [7:Edge,0-4-8], [8:0-3-8,0-4-12], [10:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.21 0.95 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.12 0.03 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size)7=0-7-4, 10=0-8-0 Max Horz 10=346(LC 8) Max Uplift 7=-3123(LC 8), 10=-2466(LC 8) Max Grav 7=4370(LC 1), 10=3649(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-387/411, 2-3=-539/470, 3-5=-3293/2166 BOT CHORD 1-10=-361/394, 9-10=-3179/4307, 8-9=-3176/4303, 7-8=-2080/2912 WEBS 2-10=-433/290, 3-10=-4861/3214, 3-9=-1948/2579, 3-8=-1822/1436, 5-8=-3489/4867, 5-7=-4750/3393 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=3123, 10=2466. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 13-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GR2 Truss Type Monopitch Girder Qty 1 Ply 2 PINTO Job Reference (optional) T25712916 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:09:59 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-W7OtYcmI29Hypw2SUDAa7VRcZ?rAL9PRvbbE3CyRWyM LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-70, 1-7=-20 Concentrated Loads (lb) Vert: 9=-2049(B) 8=-1526(B) 13=-1526(B) 14=-1526(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GR3 Truss Type Flat Girder Qty 1 Ply 1 PINTO Job Reference (optional) T25712917 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-TWWdzIoYamXg3ECrbeD2CwWrYoZKp44kMv4L85yRWyK Scale = 1:66.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 4x5 4x6 5x6 4x6 3x6 6x8 4x10 4x10 10x18 MT20HS 3x8 3x10 6x10 3x6 4-4-0 4-4-0 4-8-0 0-4-0 9-8-11 5-0-11 14-7-10 4-10-15 19-6-9 4-10-15 24-5-7 4-10-15 29-4-6 4-10-15 34-3-5 4-10-15 39-4-0 5-0-11 4-8-0 4-8-0 9-8-11 5-0-11 14-7-10 4-10-15 19-6-9 4-10-15 24-5-7 4-10-15 29-4-6 4-10-15 34-3-5 4-10-15 39-4-0 5-0-11 3-10-3Plate Offsets (X,Y)-- [5:0-3-0,Edge], [12:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.78 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.54 -0.59 0.15 (loc) 15-16 15-16 12 l/defl >769 >706 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-17,6-17,6-15,8-15,8-13,11-13: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. WEBS 1 Row at midpt 3-20 REACTIONS. (size)12=Mechanical, 20=0-8-0 Max Uplift 12=-1518(LC 8), 20=-2004(LC 8) Max Grav 12=2051(LC 1), 20=2691(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4026/3011, 4-6=-4026/3011, 6-7=-4927/3684, 7-8=-4927/3684, 8-10=-2521/1883, 10-11=-2521/1883, 11-12=-1992/1447 BOT CHORD 18-20=-1744/2328, 17-18=-1744/2328, 16-17=-3656/4890, 15-16=-3656/4890, 14-15=-3088/4132, 13-14=-3088/4132 WEBS 1-20=-329/238, 2-20=-523/301, 3-20=-3146/2348, 3-18=-170/259, 3-17=-1564/2096, 4-17=-472/269, 6-17=-1067/796, 6-16=-177/265, 7-15=-474/270, 8-15=-735/980, 8-14=-176/262, 8-13=-1990/1487, 10-13=-509/289, 11-13=-2299/3076 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1518, 20=2004. Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GR3 Truss Type Flat Girder Qty 1 Ply 1 PINTO Job Reference (optional) T25712917 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:01 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-TWWdzIoYamXg3ECrbeD2CwWrYoZKp44kMv4L85yRWyK NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 97 lb up at 1-4-12, 115 lb down and 97 lb up at 3-4-12, 115 lb down and 97 lb up at 5-4-12, 115 lb down and 97 lb up at 7-4-12, 115 lb down and 97 lb up at 9-4-12, 115 lb down and 97 lb up at 11-4-12, 115 lb down and 97 lb up at 13-4-12, 115 lb down and 97 lb up at 15-4-12, 115 lb down and 97 lb up at 17-4-12, 115 lb down and 97 lb up at 19-4-12, 115 lb down and 97 lb up at 21-4-12, 115 lb down and 97 lb up at 23-4-12, 115 lb down and 97 lb up at 25-4-12, 115 lb down and 97 lb up at 27-4-12, 115 lb down and 97 lb up at 29-4-12, 115 lb down and 97 lb up at 31-4-12, 115 lb down and 97 lb up at 33-4-12, and 115 lb down and 97 lb up at 35-4-12, and 115 lb down and 97 lb up at 37-4-12 on top chord, and 29 lb down and 63 lb up at 1-4-12, 29 lb down and 63 lb up at 3-4-12, 29 lb down and 63 lb up at 5-4-12, 29 lb down and 63 lb up at 7-4-12, 29 lb down and 63 lb up at 9-4-12, 29 lb down and 63 lb up at 11-4-12, 29 lb down and 63 lb up at 13-4-12, 29 lb down and 63 lb up at 15-4-12, 29 lb down and 63 lb up at 17-4-12, 29 lb down and 63 lb up at 19-4-12, 29 lb down and 63 lb up at 21-4-12, 29 lb down and 63 lb up at 23-4-12, 29 lb down and 63 lb up at 25-4-12, 29 lb down and 63 lb up at 27-4-12, 29 lb down and 63 lb up at 29-4-12, 29 lb down and 63 lb up at 31-4-12, 29 lb down and 63 lb up at 33-4-12, and 29 lb down and 63 lb up at 35-4-12, and 29 lb down and 63 lb up at 37-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-11=-70, 12-21=-20 Concentrated Loads (lb) Vert: 16=-12(B) 6=-53(B) 14=-12(B) 8=-53(B) 22=-53(B) 23=-53(B) 24=-53(B) 25=-53(B) 26=-53(B) 27=-53(B) 28=-53(B) 29=-53(B) 30=-53(B) 31=-53(B) 32=-53(B) 33=-53(B) 34=-53(B) 36=-53(B) 37=-53(B) 38=-53(B) 39=-53(B) 40=-12(B) 41=-12(B) 42=-12(B) 43=-12(B) 44=-12(B) 45=-12(B) 46=-12(B) 47=-12(B) 48=-12(B) 49=-12(B) 50=-12(B) 51=-12(B) 52=-12(B) 53=-12(B) 54=-12(B) 55=-12(B) 56=-12(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GR4 Truss Type Monopitch Girder Qty 1 Ply 2 PINTO Job Reference (optional) T25712918 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-PueNOzpp6OnOIYMEj3FWHLcIxcKzH?T1qDZSCzyRWyI Scale = 1:47.1 1 2 3 4 5 6 10 9 8 713141516 3x6 3x4 6x8 3x4 2x3 6x8 4x8 3x10 7x8 5x8 HUS26 HUS26 HUS26 HUS26 HUS26 2-0-0 2-0-0 2-4-0 0-4-0 7-0-12 4-8-12 11-2-4 4-1-8 15-7-4 4-5-0 2-4-0 2-4-0 7-0-12 4-8-12 11-2-4 4-1-8 15-7-4 4-5-0 0-4-38-1-136.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-1-8], [7:Edge,0-4-8], [8:0-4-0,0-4-12], [10:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.45 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.12 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-8: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=0-7-4, 10=0-8-0 Max Horz 10=346(LC 8) Max Uplift 7=-3786(LC 8), 10=-2692(LC 8) Max Grav 7=5408(LC 1), 10=4041(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-604/535, 2-3=-756/594, 3-5=-3613/2346 BOT CHORD 1-10=-471/588, 9-10=-3477/4828, 8-9=-3474/4823, 7-8=-2241/3198 WEBS 2-10=-432/288, 3-10=-5267/3434, 3-9=-2174/2971, 3-8=-2129/1616, 5-8=-3779/5381, 5-7=-5216/3655 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=3786, 10=2692. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-3-4 from the left end to 14-3-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GR4 Truss Type Monopitch Girder Qty 1 Ply 2 PINTO Job Reference (optional) T25712918 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:03 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-PueNOzpp6OnOIYMEj3FWHLcIxcKzH?T1qDZSCzyRWyI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 1-7=-20 Concentrated Loads (lb) Vert: 9=-2031(F) 13=-1507(F) 14=-1507(F) 15=-1507(F) 16=-1507(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GRA Truss Type ATTIC GIRDER Qty 1 Ply 1 PINTO Job Reference (optional) T25712919 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:05 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-LHl8pfr3d?16XrVcqUH_NmhTWPwQlu1KHX2ZHsyRWyG Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 26 27 3x5 5x6 7x8 6x8 3x8 3x4 5x8 3x4 3x4 4x4 7x10 4x4 8x10 4x6 6x8 3x8 3x4 5x8 5x6 4x8 6x8 5x10 2-0-0 2-0-0 2-4-0 0-4-0 5-0-0 2-8-0 6-8-0 1-8-0 7-0-0 0-4-0 12-0-0 5-0-0 19-7-12 7-7-12 26-7-11 6-11-15 28-0-4 1-4-9 34-6-0 6-5-12 41-3-4 6-9-4 2-4-0 2-4-0 5-0-0 2-8-0 7-0-0 2-0-0 12-0-0 5-0-0 19-7-12 7-7-12 23-1-11 3-5-15 26-7-11 3-5-15 28-0-4 1-4-9 34-6-0 6-5-12 41-3-4 6-9-4 0-4-32-10-310-2-011-6-01-4-06.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-3-0], [4:0-2-8,0-2-4], [5:0-5-8,0-4-0], [6:0-5-0,0-4-8], [8:0-3-8,0-3-0], [19:0-3-12,Edge], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.84 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.88 -0.08 0.59 (loc) 15-17 15-17 11 15-17 l/defl >973 >462 n/a >688 L/d 360 240 n/a 240 PLATES MT20 Weight: 356 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP M 30, 7-10: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP No.2 *Except* 1-19: 2x4 SP M 30, 4-18: 2x4 SP No.3, 13-16: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-15,8-14,8-12,10-12: 2x4 SP M 30, 6-22,4-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-8 oc bracing. WEBS 1 Row at midpt 5-19, 6-22, 8-12, 9-12, 10-12 2 Rows at 1/3 pts 10-11 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)11=0-7-3, 21=0-8-0, 19=0-8-0 Max Horz 19=528(LC 34) Max Uplift 11=-828(LC 34), 21=-988(LC 14), 19=-1764(LC 8) Max Grav 11=1710(LC 23), 21=412(LC 34), 19=3336(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-618/1209, 2-3=-664/1423, 3-4=-482/1067, 4-5=-1309/2567, 5-6=-1712/425, 6-7=-1269/421, 7-8=-1347/548, 8-9=-813/384, 9-10=-813/384, 10-11=-1549/753 BOT CHORD 1-21=-1126/613, 20-21=-1126/613, 19-20=-2585/1385, 4-19=-2032/1141, 15-17=-457/805, 14-15=-605/1420, 12-14=-594/1418 WEBS 2-21=-116/317, 17-19=-563/952, 5-19=-3644/1517, 5-15=-228/808, 6-15=-327/217, 6-22=-331/155, 14-22=-160/808, 8-12=-1226/416, 9-12=-412/212, 10-12=-741/1571, 7-22=-363/967, 3-20=-1075/429, 4-20=-1333/2432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 6-22 8) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=828, 21=988, 19=1764. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 lb down and 134 lb up at 5-0-0 on top chord, and 95 lb down and 466 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GRA Truss Type ATTIC GIRDER Qty 1 Ply 1 PINTO Job Reference (optional) T25712919 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:05 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-LHl8pfr3d?16XrVcqUH_NmhTWPwQlu1KHX2ZHsyRWyG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 7-10=-70, 19-23=-20, 15-18=-20, 14-15=-30, 11-14=-20, 6-22=-10 Concentrated Loads (lb) Vert: 3=-46(F) 20=274(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 1 PINTO Job Reference (optional) T25712920 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-HgtuELsJ9cHpn9f?yvKSSBm_sDkLDuydlrXfLkyRWyE Scale = 1:43.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 22 23 24 25 26 27 28 29 3x4 4x8 4x4 3x4 3x6 3x4 3x6 4x4 3x8 2x3 2x3 4x8 3x8 3x4 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 11-0-9 4-0-9 14-11-7 3-10-13 19-0-0 4-0-9 23-8-0 4-8-0 24-0-0 0-4-0 26-0-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 11-0-9 4-0-9 14-11-7 3-10-13 19-0-0 4-0-9 23-8-0 4-8-0 26-0-0 2-4-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.30 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.10 0.02 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)15=0-8-0, 9=0-8-0 Max Horz 15=89(LC 7) Max Uplift 15=-1079(LC 8), 9=-1010(LC 8) Max Grav 15=1354(LC 1), 9=1355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1416/1282, 3-4=-1744/1604, 4-5=-1744/1604, 5-6=-1213/1219, 6-7=-1426/1299 BOT CHORD 12-14=-1082/1179, 11-12=-1490/1745, 10-11=-1490/1745 WEBS 2-15=-1249/976, 2-14=-1098/1267, 3-14=-364/2, 3-12=-573/770, 4-12=-406/227, 5-10=-746/548, 6-10=-383/233, 7-10=-1093/1272, 7-9=-1247/934 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1079, 9=1010. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb down and 199 lb up at 7-0-0, 115 lb down and 96 lb up at 9-0-12, 115 lb down and 96 lb up at 11-0-12, 115 lb down and 96 lb up at 13-0-0, 115 lb down and 96 lb up at 14-11-4, and 115 lb down and 96 lb up at 16-11-4, and 217 lb down and 199 lb up at 19-0-0 on top chord, and 105 lb down and 226 lb up at 7-0-0, 29 lb down and 39 lb up at 9-0-12, 29 lb down and 39 lb up at 11-0-12, 29 lb down and 39 lb up at 13-0-0, 29 lb down and 39 lb up at 14-11-4, and 29 lb down and 39 lb up at 16-11-4, and 105 lb down and 226 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 1 PINTO Job Reference (optional) T25712920 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:07 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-HgtuELsJ9cHpn9f?yvKSSBm_sDkLDuydlrXfLkyRWyE LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-8=-70, 16-19=-20 Concentrated Loads (lb) Vert: 3=-152(F) 6=-152(F) 14=129(F) 12=-11(F) 4=-54(F) 11=-11(F) 10=129(F) 5=-54(F) 23=-54(F) 24=-54(F) 25=-54(F) 27=-11(F) 28=-11(F) 29=-11(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GRD Truss Type Half Hip Girder Qty 1 Ply 1 PINTO Job Reference (optional) T25712921 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-E2?ef1uZhEXX0TpN3KMwXcrBH1IzhhOvC80mQdyRWyC Scale = 1:62.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 463x5 4x6 5x6 4x6 10x18 MT20HS 4x5 3x6 5x6 4x6 5x6 6x10 10x18 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 12-1-3 5-1-3 17-0-9 4-11-7 22-0-0 4-11-7 26-11-7 4-11-7 31-10-13 4-11-7 37-0-0 5-1-3 2-4-0 2-4-0 7-0-0 4-8-0 12-1-3 5-1-3 17-0-9 4-11-7 22-0-0 4-11-7 26-11-7 4-11-7 31-10-13 4-11-7 37-0-0 5-1-3 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-8], [7:0-3-0,Edge], [11:Edge,0-3-8], [19:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.80 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.60 0.14 (loc) 15-16 15-16 11 l/defl >739 >692 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 204 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-16,5-15,6-13,8-12,10-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. WEBS 1 Row at midpt 3-18 REACTIONS. (size)11=Mechanical, 20=0-8-0 Max Horz 20=128(LC 8) Max Uplift 11=-1562(LC 8), 20=-1661(LC 8) Max Grav 11=2069(LC 1), 20=2176(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2594/2115, 3-4=-4096/3254, 4-5=-4965/3868, 5-6=-5006/3861, 6-8=-4197/3216, 8-9=-2561/1954, 9-10=-2561/1954, 10-11=-2010/1488 BOT CHORD 18-19=-1928/2272, 16-18=-3254/4096, 15-16=-3868/4965, 13-15=-3861/5006, 12-13=-3216/4197 WEBS 2-20=-2063/1560, 2-19=-1867/2346, 3-19=-639/199, 3-18=-1617/2239, 4-18=-1148/727, 4-16=-755/1072, 5-16=-501/258, 6-13=-996/794, 8-13=-645/706, 8-12=-2014/1554, 9-12=-515/285, 10-12=-2378/3116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1562, 20=1661. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss GRD Truss Type Half Hip Girder Qty 1 Ply 1 PINTO Job Reference (optional) T25712921 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:09 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-E2?ef1uZhEXX0TpN3KMwXcrBH1IzhhOvC80mQdyRWyC NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb down and 200 lb up at 7-0-0, 115 lb down and 96 lb up at 9-1-13, 115 lb down and 96 lb up at 11-1-13, 115 lb down and 96 lb up at 13-1-13, 115 lb down and 96 lb up at 15-1-13, 115 lb down and 96 lb up at 17-1-13, 115 lb down and 96 lb up at 19-1-13, 115 lb down and 96 lb up at 21-1-13, 115 lb down and 96 lb up at 23-1-13, 115 lb down and 96 lb up at 25-1-13, 115 lb down and 96 lb up at 27-1-13, 115 lb down and 96 lb up at 29-1-13, 115 lb down and 96 lb up at 31-1-13, and 115 lb down and 96 lb up at 33-1-13, and 115 lb down and 96 lb up at 35-1-13 on top chord, and 105 lb down and 226 lb up at 7-0-0, 29 lb down and 39 lb up at 9-1-13, 29 lb down and 39 lb up at 11-1-13, 29 lb down and 39 lb up at 13-1-13, 29 lb down and 39 lb up at 15-1-13, 29 lb down and 39 lb up at 17-1-13, 29 lb down and 39 lb up at 19-1-13, 29 lb down and 39 lb up at 21-1-13, 29 lb down and 39 lb up at 23-1-13, 29 lb down and 39 lb up at 25-1-13, 29 lb down and 39 lb up at 27-1-13, 29 lb down and 39 lb up at 29-1-13, 29 lb down and 39 lb up at 31-1-13, and 29 lb down and 39 lb up at 33-1-13, and 29 lb down and 39 lb up at 35-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-10=-70, 11-21=-20 Concentrated Loads (lb) Vert: 7=-54(F) 19=129(F) 3=-152(F) 16=-11(F) 5=-54(F) 13=-11(F) 8=-54(F) 14=-11(F) 24=-54(F) 25=-54(F) 26=-54(F) 27=-54(F) 28=-54(F) 29=-54(F) 30=-54(F) 31=-54(F) 33=-54(F) 34=-54(F) 35=-54(F) 36=-11(F) 37=-11(F) 38=-11(F) 39=-11(F) 40=-11(F) 41=-11(F) 42=-11(F) 43=-11(F) 44=-11(F) 45=-11(F) 46=-11(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss J1 Truss Type JACK-OPEN Qty 8 Ply 1 PINTO Job Reference (optional) T25712922 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-iFZ1sNvCSXfOedOad1t94qOWUQnJQMd3RomJy3yRWyB Scale = 1:7.0 1 2 3 3x4 1-0-0 1-0-0 1-0-0 1-0-0 0-9-70-4-30-10-30-5-80-5-80-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.10 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=83(LC 1), 3=-83(LC 1) Max Uplift 3=-47(LC 12) Max Grav 3=89(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss J3 Truss Type JACK-OPEN Qty 8 Ply 1 PINTO Job Reference (optional) T25712923 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-AR7P4jwqDrnFFmzmBlOOc1xcvq2w9ngCfSVtUVyRWyA Scale: 1"=1' 1 2 5 3 4 3x4 3x6 3x5 2-8-0 2-8-0 3-0-0 0-4-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.57 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.03 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=53(LC 12) Max Uplift 3=-171(LC 1), 4=-207(LC 1), 5=-267(LC 12) Max Grav 3=60(LC 12), 4=82(LC 12), 5=643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-331/477 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=171, 4=207, 5=267. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss J5 Truss Type JACK-OPEN Qty 7 Ply 1 PINTO Job Reference (optional) T25712924 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-edgnH2wS_9v6twYykSvd9FTmZEPDuFeMu6FQ0yyRWy9 Scale = 1:17.0 1 2 5 9 10 3 11 12 4 2x3 2x3 3x4 3x6 2-0-0 2-0-0 2-4-0 0-4-0 5-0-0 2-8-0 5-0-0 5-0-0 0-4-32-10-30-4-112-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [1:0-1-4,0-9-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.44 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 -0.05 -0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=90(LC 12) Max Uplift 3=-37(LC 12), 4=-37(LC 18), 5=-181(LC 12) Max Grav 3=54(LC 17), 4=12(LC 3), 5=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-271/322 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=181. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss J7 Truss Type JACK-OPEN Qty 41 Ply 1 PINTO Job Reference (optional) T25712925 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-edgnH2wS_9v6twYykSvd9FTqwELUuFeMu6FQ0yyRWy9 Scale = 1:23.5 1 2 5 9 10 3 11 12 43x4 2x3 2x3 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.68 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.02 -0.06 (loc) 4-5 4-5 3 l/defl >683 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=126(LC 12) Max Uplift 3=-82(LC 12), 4=-53(LC 9), 5=-203(LC 12) Max Grav 3=132(LC 17), 4=69(LC 3), 5=470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-363/320 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=203.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 PINTO Job Reference (optional) T25712926 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-a0oXikyiWm9q6EhLsty5EgZ7T258M7WeMQkX5qyRWy7 Scale = 1:17.6 1 2 3 7 6 11 4 12 13 5 3x4 2x3 2x3 3x4 2x3 2-8-10 2-8-10 3-2-4 0-5-10 7-0-2 3-9-14 3-2-4 3-2-4 4-8-10 1-6-6 7-0-2 2-3-8 0-4-32-9-142-5-112-9-154.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.42 0.41 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.03 0.06 -0.04 -0.03 (loc) 6-7 6-7 4 6-7 l/defl >999 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=89(LC 8) Max Uplift 4=-60(LC 8), 5=-400(LC 17), 7=-543(LC 8) Max Grav 4=145(LC 1), 5=60(LC 24), 7=676(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-136/485, 2-3=-127/393 BOT CHORD 1-7=-395/150, 6-7=-395/61 WEBS 2-7=-491/248, 3-6=-81/524 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=400, 7=543. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 270 lb up at 4-4-0, and 100 lb down and 270 lb up at 4-4-0 on top chord, and 61 lb down and 62 lb up at 1-6-1, 61 lb down and 62 lb up at 1-6-1 , and 110 lb down and 235 lb up at 4-4-0, and 110 lb down and 235 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=275(F=137, B=137) 12=-121(F=-61, B=-61) 13=287(F=143, B=143) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss KJ9 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 PINTO Job Reference (optional) T25712927 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-2CMwv4zKH4IhkOGXQaTKnt5EIRPO5cEoa4T4dHyRWy6 Scale = 1:21.9 1 2 3 7 6 11 12 4 13 14 15 53x4 2x3 2x3 3x4 2x3 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-8-10 2-8-10 3-2-4 0-5-10 9-10-1 6-7-13 3-2-4 3-2-4 6-4-6 3-2-2 9-10-1 3-5-11 0-4-33-9-140-4-43-5-113-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.54 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.12 0.24 -0.13 -0.05 (loc) 6-7 6-7 4 6-7 l/defl >679 >335 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=125(LC 8) Max Uplift 4=-48(LC 8), 5=-211(LC 17), 7=-618(LC 8) Max Grav 4=197(LC 17), 5=46(LC 26), 7=726(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-181/331, 2-3=-198/274 WEBS 2-7=-496/216, 3-6=-101/275 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=211, 7=618. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=275(F=137, B=137) 13=-121(F=-61, B=-61) 14=287(F=143, B=143) 15=57(F=29, B=29) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss MV4 Truss Type Valley Qty 1 Ply 1 PINTO Job Reference (optional) T25712928 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-WOwI7Qzy2NQYMYrjzI_ZJ5eUhrqsq46xpkDeAjyRWy5 Scale = 1:12.8 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 2-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=59(LC 12) Max Uplift 1=-21(LC 12), 3=-50(LC 12) Max Grav 1=146(LC 1), 3=148(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss MV6 Truss Type Valley Qty 1 Ply 1 PINTO Job Reference (optional) T25712929 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-WOwI7Qzy2NQYMYrjzI_ZJ5eUXrkzq46xpkDeAjyRWy5 Scale = 1:18.7 1 2 3 4 5 3x4 3x4 3x4 6-0-0 6-0-0 3-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0 Max Horz 1=95(LC 12) Max Uplift 1=-34(LC 12), 3=-81(LC 12) Max Grav 1=236(LC 1), 3=240(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss MV8 Truss Type Valley Qty 1 Ply 1 PINTO Job Reference (optional) T25712930 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-?bUgKm_bphYPzhQwX?VosIBe7FApZWo52OyBi9yRWy4 Scale = 1:24.5 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 4-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=131(LC 12) Max Uplift 4=-46(LC 12), 5=-140(LC 12) Max Grav 1=108(LC 1), 4=137(LC 17), 5=415(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-324/337 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=140.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBA Truss Type Piggyback Qty 11 Ply 1 PINTO Job Reference (optional) T25712931 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-Tn22Y6?DZ?gFbr?65j01OWjqsfXPIzAEG2ilEcyRWy3 Scale = 1:25.9 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 2x3 2x3 2x3 2x3 2x3 0-10-13 12-11-0 14-8-10 14-8-10 7-4-5 7-4-5 14-8-10 7-4-5 0-3-153-8-30-1-80-3-150-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-11-0. (lb) - Max Horz 2=89(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-155(LC 12), 8=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=318(LC 1), 10=343(LC 21), 8=343(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-274/312, 5-8=-274/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-4-5, Interior(1) 3-4-5 to 7-4-5, Exterior(2R) 7-4-5 to 10-4-5, Interior(1) 10-4-5 to 14-4-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except (jt=lb) 10=155, 8=155. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBB Truss Type Piggyback Qty 1 Ply 1 PINTO Job Reference (optional) T25712932 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-xzbQlS0rKIo6D?aIfQXGxjG?S3td1QqOViRIm2yRWy2 Scale = 1:25.8 1 2 3 4 5 6 10 9 8 7 11 12 13 4x4 3x4 3x4 3x4 2x3 2x3 2x3 2x3 2x3 14-7-9 14-7-9 14-7-9 14-7-9 0-3-151-4-30-1-81-2-110-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-12. (lb) - Max Horz 2=60(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 10 except 8=-184(LC 9), 9=-182(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 2, 10 except 8=387(LC 1), 9=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-299/210, 4-9=-288/223 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-8-5, Exterior(2R) 2-8-5 to 6-11-4, Interior(1) 6-11-4 to 14-5-13 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 10 except (jt=lb) 8=184, 9=182. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBC Truss Type Piggyback Qty 1 Ply 1 PINTO Job Reference (optional) T25712933 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-PA9pzn1T5cwzq99VC83VUxpARSE0ms?XkMBrJUyRWy1 Scale = 1:25.8 1 2 3 4 5 6 7 11 10 9 8 12 13 3x6 3x4 3x4 3x4 2x3 2x3 2x3 2x3 2x3 2x3 14-7-9 14-7-9 4-8-5 4-8-5 14-7-9 9-11-4 0-3-152-4-30-1-82-2-110-1-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-12. (lb) - Max Horz 2=104(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 2 except 10=-177(LC 8), 11=-130(LC 12), 9=-161(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=371(LC 1), 11=309(LC 1), 9=340(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-288/240, 6-9=-267/190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-3-13, Interior(1) 3-3-13 to 4-8-5, Exterior(2R) 4-8-5 to 8-11-4, Interior(1) 8-11-4 to 14-5-13 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2 except (jt=lb) 10=177, 11=130, 9=161. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBD Truss Type Piggyback Qty 1 Ply 1 PINTO Job Reference (optional) T25712934 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-tMjBA715sv2qSJkhmrak08LMVsZ9VJ5gz0wPrwyRWy0 Scale = 1:26.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 3x6 3x4 3x4 3x4 2x3 2x3 2x3 2x3 2x3 2x3 14-7-9 14-7-9 6-8-5 6-8-5 14-7-9 7-11-4 0-3-153-4-30-1-83-2-110-1-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-12. (lb) - Max Horz 2=149(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 2 except 10=-147(LC 9), 11=-145(LC 12), 9=-173(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=367(LC 1), 11=317(LC 17), 9=362(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-284/242, 3-11=-246/275, 6-9=-285/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-3-13, Interior(1) 3-3-13 to 6-8-5, Exterior(2R) 6-8-5 to 10-11-4, Interior(1) 10-11-4 to 14-5-13 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2 except (jt=lb) 10=147, 11=145, 9=173. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBE Truss Type Piggyback Qty 1 Ply 1 PINTO Job Reference (optional) T25712935 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-LYHZNT2jdDAh4TJtKY5zZMuWbGvOEmKqBggyNNyRWy? Scale = 1:26.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 3x6 3x4 3x4 3x4 2x3 2x3 2x3 2x3 2x3 2x3 14-7-9 14-7-9 5-10-13 5-10-13 14-7-9 8-8-12 0-3-152-11-70-1-82-9-150-1-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-12. (lb) - Max Horz 2=131(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 2 except 10=-164(LC 9), 11=-139(LC 12), 9=-166(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=374(LC 1), 11=311(LC 17), 9=350(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-291/250, 3-11=-239/272, 6-9=-275/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-3-13, Interior(1) 3-3-13 to 5-10-13, Exterior(2R) 5-10-13 to 10-1-12, Interior(1) 10-1-12 to 14-5-13 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2 except (jt=lb) 10=164, 11=139, 9=166. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBF Truss Type Piggyback Qty 1 Ply 1 PINTO Job Reference (optional) T25712936 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-HxPJo94_9qQPJmSGRz7RenzrP4cyig17f_93RFyRWxz Scale = 1:25.8 1 2 3 4 5 6 7 11 10 9 8 12 13 3x6 3x4 3x4 3x4 2x3 2x3 2x3 2x3 2x3 2x3 14-7-9 14-7-9 3-10-13 3-10-13 14-7-9 10-8-12 0-3-151-11-70-1-81-9-150-1-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-12. (lb) - Max Horz 2=87(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 2 except 10=-184(LC 8), 11=-118(LC 12), 9=-162(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=377(LC 22), 11=301(LC 1), 9=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-293/231, 6-9=-267/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-3-13, Interior(1) 3-3-13 to 3-10-13, Exterior(2R) 3-10-13 to 8-1-12, Interior(1) 8-1-12 to 14-5-13 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2 except (jt=lb) 10=184, 11=118, 9=162. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBG Truss Type Piggyback Qty 1 Ply 1 PINTO Job Reference (optional) T25712937 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-m7zi0V4cw8YGxw1S?hegB_W42TxQR8QGteucziyRWxy Scale = 1:25.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 5x8 3x8 3x4 3x6 3x6 3x6 14-7-9 14-7-9 14-7-9 14-7-9 0-3-150-11-70-1-80-9-150-1-86.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 *Except* 3-7: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-12. (lb) - Max Horz 2=42(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 12 except 11=-148(LC 9), 10=-128(LC 8), 9=-152(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 12 except 11=302(LC 1), 10=265(LC 1), 9=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 1-10-13, Exterior(2R) 1-10-13 to 6-1-12, Interior(1) 6-1-12 to 14-5-13 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 12 except (jt=lb) 11=148, 10=128, 9=152. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss PBGE Truss Type GABLE Qty 1 Ply 1 PINTO Job Reference (optional) T25712938 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-EKX4Dr5EhSg7Z4ceZO9vjC3FHtHzAbjQ6IeAV8yRWxx Scale = 1:24.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 3x4 3x4 0-10-13 12-11-014-8-10 14-8-10 7-4-5 7-4-5 14-8-10 7-4-5 0-3-153-8-30-1-80-3-150-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-11-0. (lb) - Max Horz 2=89(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=26ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-4-5, Interior(1) 3-4-5 to 7-4-5, Exterior(2R) 7-4-5 to 10-4-5, Interior(1) 10-4-5 to 14-4-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x3 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77763 Truss V28 Truss Type Valley Qty 1 Ply 1 PINTO Job Reference (optional) T25712939 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Oct 20 12:10:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:X_eJEeKyNGhym?BQ2c8W_QyietI-iW4SRB6sSlo_AEBr76h8GPbQgHdmv2rZLyNj1ayRWxw Scale = 1:7.7 1 2 3 4 3x4 3x6 5x6 2-8-0 2-8-0 2-0-0 2-0-0 2-8-0 0-8-0 1-0-00-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-8-0, 4=2-8-0 Max Horz 1=16(LC 12) Max Uplift 1=-19(LC 12), 4=-23(LC 12) Max Grav 1=86(LC 1), 4=86(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 21,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths